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Attributes
Diagrams
Facets
Instances
Properties
Source
Used by
Imported schema Geotechnical.xsd
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Properties
attribute form default: unqualified
element form default: qualified
version: 2.0.a
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateAbrasionValueTest
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The Aggregate Abrasion Value is a measure of the resistance of aggregate
to surface wear by abrasion. In this test, two specimens are pressed against the
surface of a steel disc rotating in a horizontal plane, with a force of 0.365
newtons per sq. centimetre. Sand, fed by hoppers, is used as an abrasive. After 500
disc revolutions the amount of material abraded is measured by calculation of the
weight loss of the aggregate. The percentage loss in mass of chippings as known as
the ‘Aggregate Abrasion Value’ (AAV), and ranges from about 1 for hard flints to
over 16 for aggregates normally considered too soft for use in road
surfacings.
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType 2_0_a.tmp#TestMetadataProperties_equipmentRef 2_0_a.tmp#TestMetadataProperties_equipment 2_0_a.tmp#TestMetadataProperties_specificationRef 2_0_a.tmp#TestMetadataProperties_specification 2_0_a.tmp#TestMetadataProperties 2_0_a.tmp#AbstractTestProcedureType 2_0_a.tmp#AbstractLaboratoryTestType_samplePreparations 2_0_a.tmp#AbstractLaboratoryTestType geotechnical.tmp#AggregateAbrasionValueTestType_retainedSizeFractions geotechnical.tmp#AggregateAbrasionValueTestType 2_0_a.tmp#AbstractLaboratoryTest
Type diggs_geo:AggregateAbrasionValueTestType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , (diggs:equipmentRef | diggs:equipment) , (diggs:specificationRef | diggs:specification) , diggs:samplePreparations{0,1} , diggs_geo:retainedSizeFractions{0,1}
Children diggs:equipment, diggs:equipmentRef, diggs:remarks, diggs:samplePreparations, diggs:specification, diggs:specificationRef, diggs:status, diggs_geo:retainedSizeFractions, gml:description
Instance
<diggs_geo:AggregateAbrasionValueTest gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs:equipmentRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:equipmentRef>
  <diggs:equipment codeSpace="">{1,1}</diggs:equipment>
  <diggs:specificationRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:specificationRef>
  <diggs:specification codeSpace="">{1,1}</diggs:specification>
  <diggs:samplePreparations>{0,1}</diggs:samplePreparations>
  <diggs_geo:retainedSizeFractions>{0,1}</diggs_geo:retainedSizeFractions>
</diggs_geo:AggregateAbrasionValueTest>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="AggregateAbrasionValueTest" type="diggs_geo:AggregateAbrasionValueTestType" abstract="false" substitutionGroup="diggs:AbstractLaboratoryTest">
  <annotation>
    <documentation>The Aggregate Abrasion Value is a measure of the resistance of aggregate to surface wear by abrasion. In this test, two specimens are pressed against the surface of a steel disc rotating in a horizontal plane, with a force of 0.365 newtons per sq. centimetre. Sand, fed by hoppers, is used as an abrasive. After 500 disc revolutions the amount of material abraded is measured by calculation of the weight loss of the aggregate. The percentage loss in mass of chippings as known as the ‘Aggregate Abrasion Value’ (AAV), and ranges from about 1 for hard flints to over 16 for aggregates normally considered too soft for use in road surfacings.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateAbrasionValueTestType / diggs_geo:retainedSizeFractions
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Size fraction from which test portion was
obtained.
Diagram
Diagram geotechnical.tmp#Grading geotechnical.tmp#GradingPropertyType
Type diggs_geo:GradingPropertyType
Properties
content: complex
minOccurs: 0
Model diggs_geo:Grading*
Children diggs_geo:Grading
Instance
<diggs_geo:retainedSizeFractions xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical">
  <diggs_geo:Grading gml:id="" xml:lang="">{0,unbounded}</diggs_geo:Grading>
</diggs_geo:retainedSizeFractions>
Source
<element name="retainedSizeFractions" type="diggs_geo:GradingPropertyType" minOccurs="0">
  <annotation>
    <documentation>Size fraction from which test portion was obtained.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:Grading
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Provides data structure to capture percentage of particle sizes in a
sample.
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType geotechnical.tmp#GradingType_particleSize geotechnical.tmp#GradingType_percentPassing geotechnical.tmp#GradingType_percentRetained geotechnical.tmp#GradingType_weightRetained geotechnical.tmp#GradingType_sieveNumber geotechnical.tmp#GradingType 2_0_a.tmp#http___schemas.diggsml.com_2.0.a_AbstractObject
Type diggs_geo:GradingType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Used by
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , diggs_geo:particleSize , diggs_geo:percentPassing{0,1} , diggs_geo:percentRetained{0,1} , diggs_geo:weightRetained{0,1} , diggs_geo:sieveNumber{0,1}
Children diggs:remarks, diggs:status, diggs_geo:particleSize, diggs_geo:percentPassing, diggs_geo:percentRetained, diggs_geo:sieveNumber, diggs_geo:weightRetained, gml:description
Instance
<diggs_geo:Grading gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs_geo:particleSize uom="">{1,1}</diggs_geo:particleSize>
  <diggs_geo:percentPassing uom="">{0,1}</diggs_geo:percentPassing>
  <diggs_geo:percentRetained uom="">{0,1}</diggs_geo:percentRetained>
  <diggs_geo:weightRetained uom="">{0,1}</diggs_geo:weightRetained>
  <diggs_geo:sieveNumber codeSpace="">{0,1}</diggs_geo:sieveNumber>
</diggs_geo:Grading>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="Grading" type="diggs_geo:GradingType" abstract="false" substitutionGroup="diggs:AbstractObject">
  <annotation>
    <documentation>Provides data structure to capture percentage of particle sizes in a sample.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:GradingType / diggs_geo:particleSize
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Size of this screen openings of the sieve or grain
diameter evaluated via hydrometer, related to the value entered in
the percentPassing or percentRetained property.
Diagram
Diagram 131.tmp#abstractDouble 131.tmp#abstractMeasure NO_NAMESPACE.tmp#lengthMeasure_uom 131.tmp#lengthMeasure
Type witsml:lengthMeasure
Type hierarchy
Properties
content: complex
Attributes
QName Type Fixed Default Use Annotation
uom witsml:lengthUom required
Source
<element name="particleSize" type="witsml:lengthMeasure">
  <annotation>
    <documentation>Size of this screen openings of the sieve or grain diameter evaluated via hydrometer, related to the value entered in the percentPassing or percentRetained property.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:GradingType / diggs_geo:percentPassing
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The amount of the total sample "passing" (that has
particle size smaller than) this size fraction. Expressed as a
weight percent.
Diagram
Diagram 131.tmp#abstractDouble 131.tmp#abstractMeasure NO_NAMESPACE.tmp#PercentMeasureType_uom 2_0_a.tmp#PercentMeasureType
Type diggs:PercentMeasureType
Type hierarchy
Properties
content: complex
minOccurs: 0
Attributes
QName Type Fixed Default Use Annotation
uom witsml:PercentUom required
Source
<element name="percentPassing" type="diggs:PercentMeasureType" minOccurs="0">
  <annotation>
    <documentation>The amount of the total sample "passing" (that has particle size smaller than) this size fraction. Expressed as a weight percent.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:GradingType / diggs_geo:percentRetained
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The amount of the total sample "retained" at this size
fraction (that has particle size greater or equal to the
particleSize property, but smaller than any larger gradations.
Expressed as a weight percent.
Diagram
Diagram 131.tmp#abstractDouble 131.tmp#abstractMeasure NO_NAMESPACE.tmp#PercentMeasureType_uom 2_0_a.tmp#PercentMeasureType
Type diggs:PercentMeasureType
Type hierarchy
Properties
content: complex
minOccurs: 0
Attributes
QName Type Fixed Default Use Annotation
uom witsml:PercentUom required
Source
<element name="percentRetained" type="diggs:PercentMeasureType" minOccurs="0">
  <annotation>
    <documentation>The amount of the total sample "retained" at this size fraction (that has particle size greater or equal to the particleSize property, but smaller than any larger gradations. Expressed as a weight percent.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:GradingType / diggs_geo:weightRetained
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The dry weight of sample "retained" at this size fraction
(that has particle size greater or equal to the particleSize
property, but smaller than any larger gradations.
Diagram
Diagram 131.tmp#abstractDouble 131.tmp#abstractMeasure NO_NAMESPACE.tmp#massMeasure_uom 131.tmp#massMeasure
Type witsml:massMeasure
Type hierarchy
Properties
content: complex
minOccurs: 0
Attributes
QName Type Fixed Default Use Annotation
uom witsml:massUom required
Source
<element name="weightRetained" type="witsml:massMeasure" minOccurs="0">
  <annotation>
    <documentation>The dry weight of sample "retained" at this size fraction (that has particle size greater or equal to the particleSize property, but smaller than any larger gradations.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:GradingType / diggs_geo:sieveNumber
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The number of the sieve
Diagram
Diagram NO_NAMESPACE.tmp#CodeType_codeSpace 3_2.tmp#CodeType
Type gml:CodeType
Properties
content: complex
minOccurs: 0
Attributes
QName Type Fixed Default Use Annotation
codeSpace anyURI optional
Source
<element name="sieveNumber" type="gml:CodeType" minOccurs="0">
  <annotation>
    <documentation>The number of the sieve</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateCrushingValueTest
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The Aggregate Crushing Value provides a relative measure of the
resistance of an aggregate to crushing under a gradually applied compressive load,
and is defined as the ratio of the weight of fines passing the specified sieve to
the total weight of the sample expressed as a percentage.
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType 2_0_a.tmp#TestMetadataProperties_equipmentRef 2_0_a.tmp#TestMetadataProperties_equipment 2_0_a.tmp#TestMetadataProperties_specificationRef 2_0_a.tmp#TestMetadataProperties_specification 2_0_a.tmp#TestMetadataProperties 2_0_a.tmp#AbstractTestProcedureType 2_0_a.tmp#AbstractLaboratoryTestType_samplePreparations 2_0_a.tmp#AbstractLaboratoryTestType geotechnical.tmp#AggregateCrushingValueTestType_retainedSizeFractions geotechnical.tmp#AggregateCrushingValueTestType 2_0_a.tmp#AbstractLaboratoryTest
Type diggs_geo:AggregateCrushingValueTestType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , (diggs:equipmentRef | diggs:equipment) , (diggs:specificationRef | diggs:specification) , diggs:samplePreparations{0,1} , diggs_geo:retainedSizeFractions{0,1}
Children diggs:equipment, diggs:equipmentRef, diggs:remarks, diggs:samplePreparations, diggs:specification, diggs:specificationRef, diggs:status, diggs_geo:retainedSizeFractions, gml:description
Instance
<diggs_geo:AggregateCrushingValueTest gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs:equipmentRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:equipmentRef>
  <diggs:equipment codeSpace="">{1,1}</diggs:equipment>
  <diggs:specificationRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:specificationRef>
  <diggs:specification codeSpace="">{1,1}</diggs:specification>
  <diggs:samplePreparations>{0,1}</diggs:samplePreparations>
  <diggs_geo:retainedSizeFractions>{0,1}</diggs_geo:retainedSizeFractions>
</diggs_geo:AggregateCrushingValueTest>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="AggregateCrushingValueTest" type="diggs_geo:AggregateCrushingValueTestType" abstract="false" substitutionGroup="diggs:AbstractLaboratoryTest">
  <annotation>
    <documentation>The Aggregate Crushing Value provides a relative measure of the resistance of an aggregate to crushing under a gradually applied compressive load, and is defined as the ratio of the weight of fines passing the specified sieve to the total weight of the sample expressed as a percentage.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateCrushingValueTestType / diggs_geo:retainedSizeFractions
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Size fraction from which test portion was
obtained.
Diagram
Diagram geotechnical.tmp#Grading geotechnical.tmp#GradingPropertyType
Type diggs_geo:GradingPropertyType
Properties
content: complex
minOccurs: 0
Model diggs_geo:Grading*
Children diggs_geo:Grading
Instance
<diggs_geo:retainedSizeFractions xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical">
  <diggs_geo:Grading gml:id="" xml:lang="">{0,unbounded}</diggs_geo:Grading>
</diggs_geo:retainedSizeFractions>
Source
<element name="retainedSizeFractions" type="diggs_geo:GradingPropertyType" minOccurs="0">
  <annotation>
    <documentation>Size fraction from which test portion was obtained.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateElongationIndexTest
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The Elongation Index of an aggregate is defined as the percentage by
weight of particles whose greatest dimension (length) is 1.8 times their mean
dimension. This test is applicable to aggregates larger than 6.3 mm.
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType 2_0_a.tmp#TestMetadataProperties_equipmentRef 2_0_a.tmp#TestMetadataProperties_equipment 2_0_a.tmp#TestMetadataProperties_specificationRef 2_0_a.tmp#TestMetadataProperties_specification 2_0_a.tmp#TestMetadataProperties 2_0_a.tmp#AbstractTestProcedureType 2_0_a.tmp#AbstractLaboratoryTestType_samplePreparations 2_0_a.tmp#AbstractLaboratoryTestType 2_0_a.tmp#AbstractLaboratoryTest
Type diggs:AbstractLaboratoryTestType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , (diggs:equipmentRef | diggs:equipment) , (diggs:specificationRef | diggs:specification) , diggs:samplePreparations{0,1}
Children diggs:equipment, diggs:equipmentRef, diggs:remarks, diggs:samplePreparations, diggs:specification, diggs:specificationRef, diggs:status, gml:description
Instance
<diggs_geo:AggregateElongationIndexTest gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs:equipmentRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:equipmentRef>
  <diggs:equipment codeSpace="">{1,1}</diggs:equipment>
  <diggs:specificationRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:specificationRef>
  <diggs:specification codeSpace="">{1,1}</diggs:specification>
  <diggs:samplePreparations>{0,1}</diggs:samplePreparations>
</diggs_geo:AggregateElongationIndexTest>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="AggregateElongationIndexTest" type="diggs:AbstractLaboratoryTestType" abstract="false" substitutionGroup="diggs:AbstractLaboratoryTest">
  <annotation>
    <documentation>The Elongation Index of an aggregate is defined as the percentage by weight of particles whose greatest dimension (length) is 1.8 times their mean dimension. This test is applicable to aggregates larger than 6.3 mm.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateFlakinessIndexTest
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The Flakiness Index is defined as the percentage by weight of aggregate
particles whose least dimension is less than 0.6 times their mean
size.
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType 2_0_a.tmp#TestMetadataProperties_equipmentRef 2_0_a.tmp#TestMetadataProperties_equipment 2_0_a.tmp#TestMetadataProperties_specificationRef 2_0_a.tmp#TestMetadataProperties_specification 2_0_a.tmp#TestMetadataProperties 2_0_a.tmp#AbstractTestProcedureType 2_0_a.tmp#AbstractLaboratoryTestType_samplePreparations 2_0_a.tmp#AbstractLaboratoryTestType 2_0_a.tmp#AbstractLaboratoryTest
Type diggs:AbstractLaboratoryTestType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , (diggs:equipmentRef | diggs:equipment) , (diggs:specificationRef | diggs:specification) , diggs:samplePreparations{0,1}
Children diggs:equipment, diggs:equipmentRef, diggs:remarks, diggs:samplePreparations, diggs:specification, diggs:specificationRef, diggs:status, gml:description
Instance
<diggs_geo:AggregateFlakinessIndexTest gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs:equipmentRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:equipmentRef>
  <diggs:equipment codeSpace="">{1,1}</diggs:equipment>
  <diggs:specificationRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:specificationRef>
  <diggs:specification codeSpace="">{1,1}</diggs:specification>
  <diggs:samplePreparations>{0,1}</diggs:samplePreparations>
</diggs_geo:AggregateFlakinessIndexTest>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="AggregateFlakinessIndexTest" type="diggs:AbstractLaboratoryTestType" abstract="false" substitutionGroup="diggs:AbstractLaboratoryTest">
  <annotation>
    <documentation>The Flakiness Index is defined as the percentage by weight of aggregate particles whose least dimension is less than 0.6 times their mean size.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateImpactValueTest
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The Aggregate Impact Value represents the resistance to impact of
aggregates. Aggregates passing 12.5 mm sieve and retained on 10 mm sieve is filled
in a cylindrical steel cup of internal dia 10.2 mm and depth 5 cm which is attached
to a metal base of impact testing machine. The material is filled in 3 layers where
each layer is tamped for 25 number of blows. Metal hammer of weight 13.5 to 14 Kg is
arranged to drop with a free fall of 38.0 cm by vertical guides and the test
specimen is subjected to 15 number of blows. The crushed aggregate is allowed to
pass through the 2.36 sieve. And the impact value is measured as percentage of
aggregates passing to the total weight of the sample.
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType 2_0_a.tmp#TestMetadataProperties_equipmentRef 2_0_a.tmp#TestMetadataProperties_equipment 2_0_a.tmp#TestMetadataProperties_specificationRef 2_0_a.tmp#TestMetadataProperties_specification 2_0_a.tmp#TestMetadataProperties 2_0_a.tmp#AbstractTestProcedureType 2_0_a.tmp#AbstractLaboratoryTestType_samplePreparations 2_0_a.tmp#AbstractLaboratoryTestType geotechnical.tmp#AggregateImpactValueTestType_retainedSizeFractions geotechnical.tmp#AggregateImpactValueTestType_particleDensity geotechnical.tmp#AggregateImpactValueTestType_impactValue1 geotechnical.tmp#AggregateImpactValueTestType_impactValue2 geotechnical.tmp#AggregateImpactValueTestType_numberOfBlows geotechnical.tmp#AggregateImpactValueTestType 2_0_a.tmp#AbstractLaboratoryTest
Type diggs_geo:AggregateImpactValueTestType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , (diggs:equipmentRef | diggs:equipment) , (diggs:specificationRef | diggs:specification) , diggs:samplePreparations{0,1} , diggs_geo:retainedSizeFractions{0,1} , diggs_geo:particleDensity{0,1} , diggs_geo:impactValue1{0,1} , diggs_geo:impactValue2{0,1} , diggs_geo:numberOfBlows{0,1}
Children diggs:equipment, diggs:equipmentRef, diggs:remarks, diggs:samplePreparations, diggs:specification, diggs:specificationRef, diggs:status, diggs_geo:impactValue1, diggs_geo:impactValue2, diggs_geo:numberOfBlows, diggs_geo:particleDensity, diggs_geo:retainedSizeFractions, gml:description
Instance
<diggs_geo:AggregateImpactValueTest gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs:equipmentRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:equipmentRef>
  <diggs:equipment codeSpace="">{1,1}</diggs:equipment>
  <diggs:specificationRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:specificationRef>
  <diggs:specification codeSpace="">{1,1}</diggs:specification>
  <diggs:samplePreparations>{0,1}</diggs:samplePreparations>
  <diggs_geo:retainedSizeFractions>{0,1}</diggs_geo:retainedSizeFractions>
  <diggs_geo:particleDensity uom="">{0,1}</diggs_geo:particleDensity>
  <diggs_geo:impactValue1 uom="">{0,1}</diggs_geo:impactValue1>
  <diggs_geo:impactValue2 uom="">{0,1}</diggs_geo:impactValue2>
  <diggs_geo:numberOfBlows>{0,1}</diggs_geo:numberOfBlows>
</diggs_geo:AggregateImpactValueTest>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="AggregateImpactValueTest" type="diggs_geo:AggregateImpactValueTestType" abstract="false" substitutionGroup="diggs:AbstractLaboratoryTest">
  <annotation>
    <documentation>The Aggregate Impact Value represents the resistance to impact of aggregates. Aggregates passing 12.5 mm sieve and retained on 10 mm sieve is filled in a cylindrical steel cup of internal dia 10.2 mm and depth 5 cm which is attached to a metal base of impact testing machine. The material is filled in 3 layers where each layer is tamped for 25 number of blows. Metal hammer of weight 13.5 to 14 Kg is arranged to drop with a free fall of 38.0 cm by vertical guides and the test specimen is subjected to 15 number of blows. The crushed aggregate is allowed to pass through the 2.36 sieve. And the impact value is measured as percentage of aggregates passing to the total weight of the sample.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateImpactValueTestType / diggs_geo:retainedSizeFractions
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Size fraction from which test portion was
obtained.
Diagram
Diagram geotechnical.tmp#Grading geotechnical.tmp#GradingPropertyType
Type diggs_geo:GradingPropertyType
Properties
content: complex
minOccurs: 0
Model diggs_geo:Grading*
Children diggs_geo:Grading
Instance
<diggs_geo:retainedSizeFractions xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical">
  <diggs_geo:Grading gml:id="" xml:lang="">{0,unbounded}</diggs_geo:Grading>
</diggs_geo:retainedSizeFractions>
Source
<element name="retainedSizeFractions" type="diggs_geo:GradingPropertyType" minOccurs="0">
  <annotation>
    <documentation>Size fraction from which test portion was obtained.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateImpactValueTestType / diggs_geo:particleDensity
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Particle density of size fraction between 8 mm and
12.5mm
Diagram
Diagram 131.tmp#abstractDouble 131.tmp#abstractMeasure NO_NAMESPACE.tmp#DensityMeasureType_uom 2_0_a.tmp#DensityMeasureType
Type diggs:DensityMeasureType
Type hierarchy
Properties
content: complex
minOccurs: 0
Attributes
QName Type Fixed Default Use Annotation
uom diggs:diggsDensityUom required
Source
<element name="particleDensity" type="diggs:DensityMeasureType" minOccurs="0">
  <annotation>
    <documentation>Particle density of size fraction between 8 mm and 12.5mm</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateImpactValueTestType / diggs_geo:impactValue1
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Aggregate impact value from first test.
Diagram
Diagram 131.tmp#abstractDouble 131.tmp#abstractMeasure NO_NAMESPACE.tmp#PercentMeasureType_uom 2_0_a.tmp#PercentMeasureType
Type diggs:PercentMeasureType
Type hierarchy
Properties
content: complex
minOccurs: 0
Attributes
QName Type Fixed Default Use Annotation
uom witsml:PercentUom required
Source
<element name="impactValue1" type="diggs:PercentMeasureType" minOccurs="0">
  <annotation>
    <documentation>Aggregate impact value from first test.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateImpactValueTestType / diggs_geo:impactValue2
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Aggregate impact value from second test.
Diagram
Diagram 131.tmp#abstractDouble 131.tmp#abstractMeasure NO_NAMESPACE.tmp#PercentMeasureType_uom 2_0_a.tmp#PercentMeasureType
Type diggs:PercentMeasureType
Type hierarchy
Properties
content: complex
minOccurs: 0
Attributes
QName Type Fixed Default Use Annotation
uom witsml:PercentUom required
Source
<element name="impactValue2" type="diggs:PercentMeasureType" minOccurs="0">
  <annotation>
    <documentation>Aggregate impact value from second test.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateImpactValueTestType / diggs_geo:numberOfBlows
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Diagram
Diagram
Type integer
Properties
content: simple
minOccurs: 0
Source
<element name="numberOfBlows" type="integer" minOccurs="0"/>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateLosAngelesAbrasionTest
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The Los Angeles Abrasion test is used to indicate aggregate toughness and
abrasion characteristics. The test subjects a coarse aggregate sample to abrasion,
impact, and grinding in a rotating steel drum containing a specified number of steel
spheres. After being subjected to the rotating drum, the weight of aggregate that is
retained on a specified sieve is subtracted from the original weight to obtain a
percentage of the total aggregate weight that has broken down and passed through.
Therefore, an L.A. abrasion loss value of 40 indicates that 40% of the original
sample passed through.
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType 2_0_a.tmp#TestMetadataProperties_equipmentRef 2_0_a.tmp#TestMetadataProperties_equipment 2_0_a.tmp#TestMetadataProperties_specificationRef 2_0_a.tmp#TestMetadataProperties_specification 2_0_a.tmp#TestMetadataProperties 2_0_a.tmp#AbstractTestProcedureType 2_0_a.tmp#AbstractLaboratoryTestType_samplePreparations 2_0_a.tmp#AbstractLaboratoryTestType geotechnical.tmp#AggregateLosAngelesAbrasionTestType_chargeDescription geotechnical.tmp#AggregateLosAngelesAbrasionTestType_retainedSizeFractions geotechnical.tmp#AggregateLosAngelesAbrasionTestType 2_0_a.tmp#AbstractLaboratoryTest
Type diggs_geo:AggregateLosAngelesAbrasionTestType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , (diggs:equipmentRef | diggs:equipment) , (diggs:specificationRef | diggs:specification) , diggs:samplePreparations{0,1} , diggs_geo:chargeDescription{0,1} , diggs_geo:retainedSizeFractions{0,1}
Children diggs:equipment, diggs:equipmentRef, diggs:remarks, diggs:samplePreparations, diggs:specification, diggs:specificationRef, diggs:status, diggs_geo:chargeDescription, diggs_geo:retainedSizeFractions, gml:description
Instance
<diggs_geo:AggregateLosAngelesAbrasionTest gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs:equipmentRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:equipmentRef>
  <diggs:equipment codeSpace="">{1,1}</diggs:equipment>
  <diggs:specificationRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:specificationRef>
  <diggs:specification codeSpace="">{1,1}</diggs:specification>
  <diggs:samplePreparations>{0,1}</diggs:samplePreparations>
  <diggs_geo:chargeDescription xml:lang="">{0,1}</diggs_geo:chargeDescription>
  <diggs_geo:retainedSizeFractions>{0,1}</diggs_geo:retainedSizeFractions>
</diggs_geo:AggregateLosAngelesAbrasionTest>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="AggregateLosAngelesAbrasionTest" type="diggs_geo:AggregateLosAngelesAbrasionTestType" abstract="false" substitutionGroup="diggs:AbstractLaboratoryTest">
  <annotation>
    <documentation>The Los Angeles Abrasion test is used to indicate aggregate toughness and abrasion characteristics. The test subjects a coarse aggregate sample to abrasion, impact, and grinding in a rotating steel drum containing a specified number of steel spheres. After being subjected to the rotating drum, the weight of aggregate that is retained on a specified sieve is subtracted from the original weight to obtain a percentage of the total aggregate weight that has broken down and passed through. Therefore, an L.A. abrasion loss value of 40 indicates that 40% of the original sample passed through.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateLosAngelesAbrasionTestType / diggs_geo:chargeDescription
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Description of ball load or charge
grading.
Diagram
Diagram namespace.tmp#lang 2_0_a.tmp#DiggsStringType
Type diggs:DiggsStringType
Properties
content: complex
minOccurs: 0
mixed: true
Attributes
QName Type Fixed Default Use Annotation
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="chargeDescription" type="diggs:DiggsStringType" minOccurs="0">
  <annotation>
    <documentation>Description of ball load or charge grading.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateLosAngelesAbrasionTestType / diggs_geo:retainedSizeFractions
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Size fraction from which test portion was
obtained.
Diagram
Diagram geotechnical.tmp#Grading geotechnical.tmp#GradingPropertyType
Type diggs_geo:GradingPropertyType
Properties
content: complex
minOccurs: 0
Model diggs_geo:Grading*
Children diggs_geo:Grading
Instance
<diggs_geo:retainedSizeFractions xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical">
  <diggs_geo:Grading gml:id="" xml:lang="">{0,unbounded}</diggs_geo:Grading>
</diggs_geo:retainedSizeFractions>
Source
<element name="retainedSizeFractions" type="diggs_geo:GradingPropertyType" minOccurs="0">
  <annotation>
    <documentation>Size fraction from which test portion was obtained.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregatePolishedStoneValueTest
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The Polished Stone Value is a measure of the resistance of an aggregate
to polishing. The value is established by subjecting the aggregate to a standard
polishing process, and then testing the aggregate with the Portable Skid Resistance
Tester.
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType 2_0_a.tmp#TestMetadataProperties_equipmentRef 2_0_a.tmp#TestMetadataProperties_equipment 2_0_a.tmp#TestMetadataProperties_specificationRef 2_0_a.tmp#TestMetadataProperties_specification 2_0_a.tmp#TestMetadataProperties 2_0_a.tmp#AbstractTestProcedureType 2_0_a.tmp#AbstractLaboratoryTestType_samplePreparations 2_0_a.tmp#AbstractLaboratoryTestType 2_0_a.tmp#AbstractLaboratoryTest
Type diggs:AbstractLaboratoryTestType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , (diggs:equipmentRef | diggs:equipment) , (diggs:specificationRef | diggs:specification) , diggs:samplePreparations{0,1}
Children diggs:equipment, diggs:equipmentRef, diggs:remarks, diggs:samplePreparations, diggs:specification, diggs:specificationRef, diggs:status, gml:description
Instance
<diggs_geo:AggregatePolishedStoneValueTest gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs:equipmentRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:equipmentRef>
  <diggs:equipment codeSpace="">{1,1}</diggs:equipment>
  <diggs:specificationRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:specificationRef>
  <diggs:specification codeSpace="">{1,1}</diggs:specification>
  <diggs:samplePreparations>{0,1}</diggs:samplePreparations>
</diggs_geo:AggregatePolishedStoneValueTest>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="AggregatePolishedStoneValueTest" type="diggs:AbstractLaboratoryTestType" abstract="false" substitutionGroup="diggs:AbstractLaboratoryTest">
  <annotation>
    <documentation>The Polished Stone Value is a measure of the resistance of an aggregate to polishing. The value is established by subjecting the aggregate to a standard polishing process, and then testing the aggregate with the Portable Skid Resistance Tester.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateSlakeDurabilityTest
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The Slake Durability Index predicts the long-term durability of the rock
specimens, to establish weathering and degradation characteristics of each rock
type, and to assess the impact of water on the rock degradation.
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType 2_0_a.tmp#TestMetadataProperties_equipmentRef 2_0_a.tmp#TestMetadataProperties_equipment 2_0_a.tmp#TestMetadataProperties_specificationRef 2_0_a.tmp#TestMetadataProperties_specification 2_0_a.tmp#TestMetadataProperties 2_0_a.tmp#AbstractTestProcedureType 2_0_a.tmp#AbstractLaboratoryTestType_samplePreparations 2_0_a.tmp#AbstractLaboratoryTestType geotechnical.tmp#AggregateSlakeDurabilityTestType_slakingFluidDescription geotechnical.tmp#AggregateSlakeDurabilityTestType_fragmentsRetainedDescription geotechnical.tmp#AggregateSlakeDurabilityTestType_fragmentsPassingDescription geotechnical.tmp#AggregateSlakeDurabilityTestType_index1 geotechnical.tmp#AggregateSlakeDurabilityTestType_index2 geotechnical.tmp#AggregateSlakeDurabilityTestType 2_0_a.tmp#AbstractLaboratoryTest
Type diggs_geo:AggregateSlakeDurabilityTestType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , (diggs:equipmentRef | diggs:equipment) , (diggs:specificationRef | diggs:specification) , diggs:samplePreparations{0,1} , diggs_geo:slakingFluidDescription{0,1} , diggs_geo:fragmentsRetainedDescription{0,1} , diggs_geo:fragmentsPassingDescription{0,1} , diggs_geo:index1{0,1} , diggs_geo:index2{0,1}
Children diggs:equipment, diggs:equipmentRef, diggs:remarks, diggs:samplePreparations, diggs:specification, diggs:specificationRef, diggs:status, diggs_geo:fragmentsPassingDescription, diggs_geo:fragmentsRetainedDescription, diggs_geo:index1, diggs_geo:index2, diggs_geo:slakingFluidDescription, gml:description
Instance
<diggs_geo:AggregateSlakeDurabilityTest gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs:equipmentRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:equipmentRef>
  <diggs:equipment codeSpace="">{1,1}</diggs:equipment>
  <diggs:specificationRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:specificationRef>
  <diggs:specification codeSpace="">{1,1}</diggs:specification>
  <diggs:samplePreparations>{0,1}</diggs:samplePreparations>
  <diggs_geo:slakingFluidDescription xml:lang="">{0,1}</diggs_geo:slakingFluidDescription>
  <diggs_geo:fragmentsRetainedDescription xml:lang="">{0,1}</diggs_geo:fragmentsRetainedDescription>
  <diggs_geo:fragmentsPassingDescription xml:lang="">{0,1}</diggs_geo:fragmentsPassingDescription>
  <diggs_geo:index1 uom="">{0,1}</diggs_geo:index1>
  <diggs_geo:index2 uom="">{0,1}</diggs_geo:index2>
</diggs_geo:AggregateSlakeDurabilityTest>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="AggregateSlakeDurabilityTest" type="diggs_geo:AggregateSlakeDurabilityTestType" abstract="false" substitutionGroup="diggs:AbstractLaboratoryTest">
  <annotation>
    <documentation>The Slake Durability Index predicts the long-term durability of the rock specimens, to establish weathering and degradation characteristics of each rock type, and to assess the impact of water on the rock degradation.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateSlakeDurabilityTestType / diggs_geo:slakingFluidDescription
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Nature and temperature of slaking fluid.
Diagram
Diagram namespace.tmp#lang 2_0_a.tmp#DiggsStringType
Type diggs:DiggsStringType
Properties
content: complex
minOccurs: 0
mixed: true
Attributes
QName Type Fixed Default Use Annotation
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="slakingFluidDescription" type="diggs:DiggsStringType" minOccurs="0">
  <annotation>
    <documentation>Nature and temperature of slaking fluid.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateSlakeDurabilityTestType / diggs_geo:fragmentsRetainedDescription
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Appearance of fragments retained in the
drum.
Diagram
Diagram namespace.tmp#lang 2_0_a.tmp#DiggsStringType
Type diggs:DiggsStringType
Properties
content: complex
minOccurs: 0
mixed: true
Attributes
QName Type Fixed Default Use Annotation
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="fragmentsRetainedDescription" type="diggs:DiggsStringType" minOccurs="0">
  <annotation>
    <documentation>Appearance of fragments retained in the drum.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateSlakeDurabilityTestType / diggs_geo:fragmentsPassingDescription
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Appearance of fragments passing through the
drum.
Diagram
Diagram namespace.tmp#lang 2_0_a.tmp#DiggsStringType
Type diggs:DiggsStringType
Properties
content: complex
minOccurs: 0
mixed: true
Attributes
QName Type Fixed Default Use Annotation
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="fragmentsPassingDescription" type="diggs:DiggsStringType" minOccurs="0">
  <annotation>
    <documentation>Appearance of fragments passing through the drum.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateSlakeDurabilityTestType / diggs_geo:index1
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
First cycle slake durability index
Diagram
Diagram 131.tmp#abstractDouble 131.tmp#abstractMeasure NO_NAMESPACE.tmp#PercentMeasureType_uom 2_0_a.tmp#PercentMeasureType
Type diggs:PercentMeasureType
Type hierarchy
Properties
content: complex
minOccurs: 0
Attributes
QName Type Fixed Default Use Annotation
uom witsml:PercentUom required
Source
<element name="index1" type="diggs:PercentMeasureType" minOccurs="0">
  <annotation>
    <documentation>First cycle slake durability index</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateSlakeDurabilityTestType / diggs_geo:index2
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Second cycle slake durability index.
Diagram
Diagram 131.tmp#abstractDouble 131.tmp#abstractMeasure NO_NAMESPACE.tmp#PercentMeasureType_uom 2_0_a.tmp#PercentMeasureType
Type diggs:PercentMeasureType
Type hierarchy
Properties
content: complex
minOccurs: 0
Attributes
QName Type Fixed Default Use Annotation
uom witsml:PercentUom required
Source
<element name="index2" type="diggs:PercentMeasureType" minOccurs="0">
  <annotation>
    <documentation>Second cycle slake durability index.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateSoundnessTest
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The Aggregate Soundness test is intended to study the resistance of
aggregates to weathering action, by conducting accelerated weathering test cycles.
The Porous aggregates subjected to freezing and thawing are likely to disintegrate
prematurely. To ascertain the durability of such aggregates, they are subjected to
cycles of alternate wetting in a saturated solution of either sodium sulphate or
magnesium sulphate for 16 - 18 hours and then dried in oven at to a constant weight.
After five cycles, the loss in weight of aggregates is determined by sieving out all
undersized particles and weighing.
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType 2_0_a.tmp#TestMetadataProperties_equipmentRef 2_0_a.tmp#TestMetadataProperties_equipment 2_0_a.tmp#TestMetadataProperties_specificationRef 2_0_a.tmp#TestMetadataProperties_specification 2_0_a.tmp#TestMetadataProperties 2_0_a.tmp#AbstractTestProcedureType 2_0_a.tmp#AbstractLaboratoryTestType_samplePreparations 2_0_a.tmp#AbstractLaboratoryTestType geotechnical.tmp#AggregateSoundnessTestType_retainedSizeFractions geotechnical.tmp#AggregateSoundnessTestType 2_0_a.tmp#AbstractLaboratoryTest
Type diggs_geo:AggregateSoundnessTestType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , (diggs:equipmentRef | diggs:equipment) , (diggs:specificationRef | diggs:specification) , diggs:samplePreparations{0,1} , diggs_geo:retainedSizeFractions{0,1}
Children diggs:equipment, diggs:equipmentRef, diggs:remarks, diggs:samplePreparations, diggs:specification, diggs:specificationRef, diggs:status, diggs_geo:retainedSizeFractions, gml:description
Instance
<diggs_geo:AggregateSoundnessTest gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs:equipmentRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:equipmentRef>
  <diggs:equipment codeSpace="">{1,1}</diggs:equipment>
  <diggs:specificationRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:specificationRef>
  <diggs:specification codeSpace="">{1,1}</diggs:specification>
  <diggs:samplePreparations>{0,1}</diggs:samplePreparations>
  <diggs_geo:retainedSizeFractions>{0,1}</diggs_geo:retainedSizeFractions>
</diggs_geo:AggregateSoundnessTest>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="AggregateSoundnessTest" type="diggs_geo:AggregateSoundnessTestType" abstract="false" substitutionGroup="diggs:AbstractLaboratoryTest">
  <annotation>
    <documentation>The Aggregate Soundness test is intended to study the resistance of aggregates to weathering action, by conducting accelerated weathering test cycles. The Porous aggregates subjected to freezing and thawing are likely to disintegrate prematurely. To ascertain the durability of such aggregates, they are subjected to cycles of alternate wetting in a saturated solution of either sodium sulphate or magnesium sulphate for 16 - 18 hours and then dried in oven at to a constant weight. After five cycles, the loss in weight of aggregates is determined by sieving out all undersized particles and weighing.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateSoundnessTestType / diggs_geo:retainedSizeFractions
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Size fraction from which test portion was
obtained.
Diagram
Diagram geotechnical.tmp#Grading geotechnical.tmp#GradingPropertyType
Type diggs_geo:GradingPropertyType
Properties
content: complex
minOccurs: 0
Model diggs_geo:Grading*
Children diggs_geo:Grading
Instance
<diggs_geo:retainedSizeFractions xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical">
  <diggs_geo:Grading gml:id="" xml:lang="">{0,unbounded}</diggs_geo:Grading>
</diggs_geo:retainedSizeFractions>
Source
<element name="retainedSizeFractions" type="diggs_geo:GradingPropertyType" minOccurs="0">
  <annotation>
    <documentation>Size fraction from which test portion was obtained.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateTenPercentFinesTest
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Test produces a Ten Percent Fines Value (TFV) for aggregate
testing.
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType 2_0_a.tmp#TestMetadataProperties_equipmentRef 2_0_a.tmp#TestMetadataProperties_equipment 2_0_a.tmp#TestMetadataProperties_specificationRef 2_0_a.tmp#TestMetadataProperties_specification 2_0_a.tmp#TestMetadataProperties 2_0_a.tmp#AbstractTestProcedureType 2_0_a.tmp#AbstractLaboratoryTestType_samplePreparations 2_0_a.tmp#AbstractLaboratoryTestType geotechnical.tmp#AggregateTenPercentFinesTestType_retainedSizeFractions geotechnical.tmp#AggregateTenPercentFinesTestType_value1 geotechnical.tmp#AggregateTenPercentFinesTestType_value2 geotechnical.tmp#AggregateTenPercentFinesTestType 2_0_a.tmp#AbstractLaboratoryTest
Type diggs_geo:AggregateTenPercentFinesTestType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , (diggs:equipmentRef | diggs:equipment) , (diggs:specificationRef | diggs:specification) , diggs:samplePreparations{0,1} , diggs_geo:retainedSizeFractions{0,1} , diggs_geo:value1{0,1} , diggs_geo:value2{0,1}
Children diggs:equipment, diggs:equipmentRef, diggs:remarks, diggs:samplePreparations, diggs:specification, diggs:specificationRef, diggs:status, diggs_geo:retainedSizeFractions, diggs_geo:value1, diggs_geo:value2, gml:description
Instance
<diggs_geo:AggregateTenPercentFinesTest gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs:equipmentRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:equipmentRef>
  <diggs:equipment codeSpace="">{1,1}</diggs:equipment>
  <diggs:specificationRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:specificationRef>
  <diggs:specification codeSpace="">{1,1}</diggs:specification>
  <diggs:samplePreparations>{0,1}</diggs:samplePreparations>
  <diggs_geo:retainedSizeFractions>{0,1}</diggs_geo:retainedSizeFractions>
  <diggs_geo:value1>{0,1}</diggs_geo:value1>
  <diggs_geo:value2>{0,1}</diggs_geo:value2>
</diggs_geo:AggregateTenPercentFinesTest>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="AggregateTenPercentFinesTest" type="diggs_geo:AggregateTenPercentFinesTestType" abstract="false" substitutionGroup="diggs:AbstractLaboratoryTest">
  <annotation>
    <documentation>Test produces a Ten Percent Fines Value (TFV) for aggregate testing.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateTenPercentFinesTestType / diggs_geo:retainedSizeFractions
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Size fraction from which test portion was
obtained.
Diagram
Diagram geotechnical.tmp#Grading geotechnical.tmp#GradingPropertyType
Type diggs_geo:GradingPropertyType
Properties
content: complex
minOccurs: 0
Model diggs_geo:Grading*
Children diggs_geo:Grading
Instance
<diggs_geo:retainedSizeFractions xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical">
  <diggs_geo:Grading gml:id="" xml:lang="">{0,unbounded}</diggs_geo:Grading>
</diggs_geo:retainedSizeFractions>
Source
<element name="retainedSizeFractions" type="diggs_geo:GradingPropertyType" minOccurs="0">
  <annotation>
    <documentation>Size fraction from which test portion was obtained.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateTenPercentFinesTestType / diggs_geo:value1
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
First TFV measurement
Diagram
Diagram
Type integer
Properties
content: simple
minOccurs: 0
Source
<element name="value1" type="integer" minOccurs="0">
  <annotation>
    <documentation>First TFV measurement</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateTenPercentFinesTestType / diggs_geo:value2
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Second TFV measurement.
Diagram
Diagram
Type integer
Properties
content: simple
minOccurs: 0
Source
<element name="value2" type="integer" minOccurs="0">
  <annotation>
    <documentation>Second TFV measurement.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AggregateWaterAbsorptionTest
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The Water Absorption test gives an idea of strength of aggregate.
Aggregates having more water absorption are more porous in nature and are generally
considered unsuitable unless they are found to be acceptable based on strength,
impact, and hardness tests.
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType 2_0_a.tmp#TestMetadataProperties_equipmentRef 2_0_a.tmp#TestMetadataProperties_equipment 2_0_a.tmp#TestMetadataProperties_specificationRef 2_0_a.tmp#TestMetadataProperties_specification 2_0_a.tmp#TestMetadataProperties 2_0_a.tmp#AbstractTestProcedureType 2_0_a.tmp#AbstractLaboratoryTestType_samplePreparations 2_0_a.tmp#AbstractLaboratoryTestType 2_0_a.tmp#AbstractLaboratoryTest
Type diggs:AbstractLaboratoryTestType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , (diggs:equipmentRef | diggs:equipment) , (diggs:specificationRef | diggs:specification) , diggs:samplePreparations{0,1}
Children diggs:equipment, diggs:equipmentRef, diggs:remarks, diggs:samplePreparations, diggs:specification, diggs:specificationRef, diggs:status, gml:description
Instance
<diggs_geo:AggregateWaterAbsorptionTest gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs:equipmentRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:equipmentRef>
  <diggs:equipment codeSpace="">{1,1}</diggs:equipment>
  <diggs:specificationRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:specificationRef>
  <diggs:specification codeSpace="">{1,1}</diggs:specification>
  <diggs:samplePreparations>{0,1}</diggs:samplePreparations>
</diggs_geo:AggregateWaterAbsorptionTest>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="AggregateWaterAbsorptionTest" type="diggs:AbstractLaboratoryTestType" abstract="false" substitutionGroup="diggs:AbstractLaboratoryTest">
  <annotation>
    <documentation>The Water Absorption test gives an idea of strength of aggregate. Aggregates having more water absorption are more porous in nature and are generally considered unsuitable unless they are found to be acceptable based on strength, impact, and hardness tests.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AtterbergLimitsTest
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The Atterberg limits are a basic measure of the nature of a fine-grained
soil. Depending on the water content of the soil, it may appear in four states:
solid, semi-solid, plastic and liquid. In each state the consistency and behavior of
a soil is different and thus so are its engineering properties. Thus, the boundary
between each state can be defined based on a change in the soil's behavior. The
Atterberg limits can be used to distinguish between silt and clay, and it can
distinguish between different types of silts and clays.
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType 2_0_a.tmp#TestMetadataProperties_equipmentRef 2_0_a.tmp#TestMetadataProperties_equipment 2_0_a.tmp#TestMetadataProperties_specificationRef 2_0_a.tmp#TestMetadataProperties_specification 2_0_a.tmp#TestMetadataProperties 2_0_a.tmp#AbstractTestProcedureType 2_0_a.tmp#AbstractLaboratoryTestType_samplePreparations 2_0_a.tmp#AbstractLaboratoryTestType geotechnical.tmp#AtterbergLimitsTestType_nonPlastic geotechnical.tmp#AtterbergLimitsTestType_retainedSizeFractions geotechnical.tmp#AtterbergLimitsTestType 2_0_a.tmp#AbstractLaboratoryTest
Type diggs_geo:AtterbergLimitsTestType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , (diggs:equipmentRef | diggs:equipment) , (diggs:specificationRef | diggs:specification) , diggs:samplePreparations{0,1} , diggs_geo:nonPlastic{0,1} , diggs_geo:retainedSizeFractions{0,1}
Children diggs:equipment, diggs:equipmentRef, diggs:remarks, diggs:samplePreparations, diggs:specification, diggs:specificationRef, diggs:status, diggs_geo:nonPlastic, diggs_geo:retainedSizeFractions, gml:description
Instance
<diggs_geo:AtterbergLimitsTest gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs:equipmentRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:equipmentRef>
  <diggs:equipment codeSpace="">{1,1}</diggs:equipment>
  <diggs:specificationRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:specificationRef>
  <diggs:specification codeSpace="">{1,1}</diggs:specification>
  <diggs:samplePreparations>{0,1}</diggs:samplePreparations>
  <diggs_geo:nonPlastic>{0,1}</diggs_geo:nonPlastic>
  <diggs_geo:retainedSizeFractions>{0,1}</diggs_geo:retainedSizeFractions>
</diggs_geo:AtterbergLimitsTest>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="AtterbergLimitsTest" type="diggs_geo:AtterbergLimitsTestType" abstract="false" substitutionGroup="diggs:AbstractLaboratoryTest">
  <annotation>
    <documentation>The Atterberg limits are a basic measure of the nature of a fine-grained soil. Depending on the water content of the soil, it may appear in four states: solid, semi-solid, plastic and liquid. In each state the consistency and behavior of a soil is different and thus so are its engineering properties. Thus, the boundary between each state can be defined based on a change in the soil's behavior. The Atterberg limits can be used to distinguish between silt and clay, and it can distinguish between different types of silts and clays.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AtterbergLimitsTestType / diggs_geo:nonPlastic
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Indicator used if material is determined to be
non-plastic during the testing process..
Diagram
Diagram
Type boolean
Properties
content: simple
minOccurs: 0
default: false
Source
<element name="nonPlastic" type="boolean" default="false" minOccurs="0">
  <annotation>
    <documentation>Indicator used if material is determined to be non-plastic during the testing process..</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:AtterbergLimitsTestType / diggs_geo:retainedSizeFractions
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Size fraction from which test portion was
obtained.
Diagram
Diagram geotechnical.tmp#Grading geotechnical.tmp#GradingPropertyType
Type diggs_geo:GradingPropertyType
Properties
content: complex
minOccurs: 0
Model diggs_geo:Grading*
Children diggs_geo:Grading
Instance
<diggs_geo:retainedSizeFractions xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical">
  <diggs_geo:Grading gml:id="" xml:lang="">{0,unbounded}</diggs_geo:Grading>
</diggs_geo:retainedSizeFractions>
Source
<element name="retainedSizeFractions" type="diggs_geo:GradingPropertyType" minOccurs="0">
  <annotation>
    <documentation>Size fraction from which test portion was obtained.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:CationExchangeTest
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Cation-exchange capacity is defined as the degree to which a soil can
adsorb and exchange cations.
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType 2_0_a.tmp#TestMetadataProperties_equipmentRef 2_0_a.tmp#TestMetadataProperties_equipment 2_0_a.tmp#TestMetadataProperties_specificationRef 2_0_a.tmp#TestMetadataProperties_specification 2_0_a.tmp#TestMetadataProperties 2_0_a.tmp#AbstractTestProcedureType 2_0_a.tmp#AbstractLaboratoryTestType_samplePreparations 2_0_a.tmp#AbstractLaboratoryTestType geotechnical.tmp#CationExchangeTestType_methodType geotechnical.tmp#CationExchangeTestType 2_0_a.tmp#AbstractLaboratoryTest
Type diggs_geo:CationExchangeTestType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , (diggs:equipmentRef | diggs:equipment) , (diggs:specificationRef | diggs:specification) , diggs:samplePreparations{0,1} , diggs_geo:methodType{0,1}
Children diggs:equipment, diggs:equipmentRef, diggs:remarks, diggs:samplePreparations, diggs:specification, diggs:specificationRef, diggs:status, diggs_geo:methodType, gml:description
Instance
<diggs_geo:CationExchangeTest gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs:equipmentRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:equipmentRef>
  <diggs:equipment codeSpace="">{1,1}</diggs:equipment>
  <diggs:specificationRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:specificationRef>
  <diggs:specification codeSpace="">{1,1}</diggs:specification>
  <diggs:samplePreparations>{0,1}</diggs:samplePreparations>
  <diggs_geo:methodType codeSpace="">{0,1}</diggs_geo:methodType>
</diggs_geo:CationExchangeTest>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="CationExchangeTest" type="diggs_geo:CationExchangeTestType" abstract="false" substitutionGroup="diggs:AbstractLaboratoryTest">
  <annotation>
    <documentation>Cation-exchange capacity is defined as the degree to which a soil can adsorb and exchange cations.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:CationExchangeTestType / diggs_geo:methodType
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Method used to determine the sodium concentration, e.g.
atomic absorption, emission spectroscopy, or an equivalent
method.
Diagram
Diagram NO_NAMESPACE.tmp#CodeType_codeSpace 3_2.tmp#CodeType
Type gml:CodeType
Properties
content: complex
minOccurs: 0
default: false
Attributes
QName Type Fixed Default Use Annotation
codeSpace anyURI optional
Source
<element name="methodType" type="gml:CodeType" default="false" minOccurs="0">
  <annotation>
    <documentation>Method used to determine the sodium concentration, e.g. atomic absorption, emission spectroscopy, or an equivalent method.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:ChalkCrushingValueTest
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The Chalk Crushing Value is determined by using the chalk impact crushing
test, which measures the rate at which a sample of chalk lumps crushes under impacts
from a freefalling rammer. The chalk crushing value can be used, together with the
saturation moisture content of the intact chalk lumps, to classify chalk in relation
to its behaviour as a freshly placed fill material. The test procedure is described
for a single sample of chalk lumps, but normal procedure should be to calculate the
mean value derived from six such tests on representative samples.
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType 2_0_a.tmp#TestMetadataProperties_equipmentRef 2_0_a.tmp#TestMetadataProperties_equipment 2_0_a.tmp#TestMetadataProperties_specificationRef 2_0_a.tmp#TestMetadataProperties_specification 2_0_a.tmp#TestMetadataProperties 2_0_a.tmp#AbstractTestProcedureType 2_0_a.tmp#AbstractLaboratoryTestType_samplePreparations 2_0_a.tmp#AbstractLaboratoryTestType geotechnical.tmp#ChalkCrushingValueTestType_waterContent geotechnical.tmp#ChalkCrushingValueTestType_retainedSizeFractions geotechnical.tmp#ChalkCrushingValueTestType 2_0_a.tmp#AbstractLaboratoryTest
Type diggs_geo:ChalkCrushingValueTestType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , (diggs:equipmentRef | diggs:equipment) , (diggs:specificationRef | diggs:specification) , diggs:samplePreparations{0,1} , diggs_geo:waterContent{0,1} , diggs_geo:retainedSizeFractions{0,1}
Children diggs:equipment, diggs:equipmentRef, diggs:remarks, diggs:samplePreparations, diggs:specification, diggs:specificationRef, diggs:status, diggs_geo:retainedSizeFractions, diggs_geo:waterContent, gml:description
Instance
<diggs_geo:ChalkCrushingValueTest gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs:equipmentRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:equipmentRef>
  <diggs:equipment codeSpace="">{1,1}</diggs:equipment>
  <diggs:specificationRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:specificationRef>
  <diggs:specification codeSpace="">{1,1}</diggs:specification>
  <diggs:samplePreparations>{0,1}</diggs:samplePreparations>
  <diggs_geo:waterContent uom="">{0,1}</diggs_geo:waterContent>
  <diggs_geo:retainedSizeFractions>{0,1}</diggs_geo:retainedSizeFractions>
</diggs_geo:ChalkCrushingValueTest>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="ChalkCrushingValueTest" type="diggs_geo:ChalkCrushingValueTestType" abstract="false" substitutionGroup="diggs:AbstractLaboratoryTest">
  <annotation>
    <documentation>The Chalk Crushing Value is determined by using the chalk impact crushing test, which measures the rate at which a sample of chalk lumps crushes under impacts from a freefalling rammer. The chalk crushing value can be used, together with the saturation moisture content of the intact chalk lumps, to classify chalk in relation to its behaviour as a freshly placed fill material. The test procedure is described for a single sample of chalk lumps, but normal procedure should be to calculate the mean value derived from six such tests on representative samples.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:ChalkCrushingValueTestType / diggs_geo:waterContent
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Water (moisture) content of specimen
tested
Diagram
Diagram 131.tmp#abstractDouble 131.tmp#abstractMeasure NO_NAMESPACE.tmp#PercentMeasureType_uom 2_0_a.tmp#PercentMeasureType
Type diggs:PercentMeasureType
Type hierarchy
Properties
content: complex
minOccurs: 0
Attributes
QName Type Fixed Default Use Annotation
uom witsml:PercentUom required
Source
<element name="waterContent" type="diggs:PercentMeasureType" minOccurs="0">
  <annotation>
    <documentation>Water (moisture) content of specimen tested</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:ChalkCrushingValueTestType / diggs_geo:retainedSizeFractions
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Size fraction from which test portion was
obtained.
Diagram
Diagram geotechnical.tmp#Grading geotechnical.tmp#GradingPropertyType
Type diggs_geo:GradingPropertyType
Properties
content: complex
minOccurs: 0
Model diggs_geo:Grading*
Children diggs_geo:Grading
Instance
<diggs_geo:retainedSizeFractions xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical">
  <diggs_geo:Grading gml:id="" xml:lang="">{0,unbounded}</diggs_geo:Grading>
</diggs_geo:retainedSizeFractions>
Source
<element name="retainedSizeFractions" type="diggs_geo:GradingPropertyType" minOccurs="0">
  <annotation>
    <documentation>Size fraction from which test portion was obtained.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:CompactionTest
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The Compaction Test is a laboratory method of experimentally determining
the optimal moisture content at which a given soil type will become most dense and
achieve its maximum dry density.
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType 2_0_a.tmp#TestMetadataProperties_equipmentRef 2_0_a.tmp#TestMetadataProperties_equipment 2_0_a.tmp#TestMetadataProperties_specificationRef 2_0_a.tmp#TestMetadataProperties_specification 2_0_a.tmp#TestMetadataProperties 2_0_a.tmp#AbstractTestProcedureType 2_0_a.tmp#AbstractLaboratoryTestType_samplePreparations 2_0_a.tmp#AbstractLaboratoryTestType geotechnical.tmp#CompactionTestType_compactionMouldType geotechnical.tmp#CompactionTestType_retainedSizeFractions geotechnical.tmp#CompactionTestType_trials geotechnical.tmp#CompactionTestType 2_0_a.tmp#AbstractLaboratoryTest
Type diggs_geo:CompactionTestType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , (diggs:equipmentRef | diggs:equipment) , (diggs:specificationRef | diggs:specification) , diggs:samplePreparations{0,1} , diggs_geo:compactionMouldType{0,1} , diggs_geo:retainedSizeFractions{0,1} , diggs_geo:trials{0,1}
Children diggs:equipment, diggs:equipmentRef, diggs:remarks, diggs:samplePreparations, diggs:specification, diggs:specificationRef, diggs:status, diggs_geo:compactionMouldType, diggs_geo:retainedSizeFractions, diggs_geo:trials, gml:description
Instance
<diggs_geo:CompactionTest gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs:equipmentRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:equipmentRef>
  <diggs:equipment codeSpace="">{1,1}</diggs:equipment>
  <diggs:specificationRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:specificationRef>
  <diggs:specification codeSpace="">{1,1}</diggs:specification>
  <diggs:samplePreparations>{0,1}</diggs:samplePreparations>
  <diggs_geo:compactionMouldType codeSpace="">{0,1}</diggs_geo:compactionMouldType>
  <diggs_geo:retainedSizeFractions>{0,1}</diggs_geo:retainedSizeFractions>
  <diggs_geo:trials>{0,1}</diggs_geo:trials>
</diggs_geo:CompactionTest>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="CompactionTest" type="diggs_geo:CompactionTestType" abstract="false" substitutionGroup="diggs:AbstractLaboratoryTest">
  <annotation>
    <documentation>The Compaction Test is a laboratory method of experimentally determining the optimal moisture content at which a given soil type will become most dense and achieve its maximum dry density.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:CompactionTestType / diggs_geo:compactionMouldType
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Diagram
Diagram NO_NAMESPACE.tmp#CodeType_codeSpace 3_2.tmp#CodeType
Type gml:CodeType
Properties
content: complex
minOccurs: 0
Attributes
QName Type Fixed Default Use Annotation
codeSpace anyURI optional
Source
<element name="compactionMouldType" type="gml:CodeType" minOccurs="0"/>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:CompactionTestType / diggs_geo:retainedSizeFractions
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Size fraction from which test portion was
obtained.
Diagram
Diagram geotechnical.tmp#Grading geotechnical.tmp#GradingPropertyType
Type diggs_geo:GradingPropertyType
Properties
content: complex
minOccurs: 0
Model diggs_geo:Grading*
Children diggs_geo:Grading
Instance
<diggs_geo:retainedSizeFractions xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical">
  <diggs_geo:Grading gml:id="" xml:lang="">{0,unbounded}</diggs_geo:Grading>
</diggs_geo:retainedSizeFractions>
Source
<element name="retainedSizeFractions" type="diggs_geo:GradingPropertyType" minOccurs="0">
  <annotation>
    <documentation>Size fraction from which test portion was obtained.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:CompactionTestType / diggs_geo:trials
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Diagram
Diagram geotechnical.tmp#CompactionTestTrials geotechnical.tmp#CompactionTestTrialsPropertyType
Type diggs_geo:CompactionTestTrialsPropertyType
Properties
content: complex
minOccurs: 0
Model diggs_geo:CompactionTestTrials*
Children diggs_geo:CompactionTestTrials
Instance
<diggs_geo:trials xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical">
  <diggs_geo:CompactionTestTrials gml:id="" xml:lang="">{0,unbounded}</diggs_geo:CompactionTestTrials>
</diggs_geo:trials>
Source
<element name="trials" type="diggs_geo:CompactionTestTrialsPropertyType" minOccurs="0"/>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:CompactionTestTrials
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Results for each trial
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType geotechnical.tmp#CompactionTestTrialsType_trialNo geotechnical.tmp#CompactionTestTrialsType_moistureContent geotechnical.tmp#CompactionTestTrialsType_dryUnitWeight geotechnical.tmp#CompactionTestTrialsType 2_0_a.tmp#http___schemas.diggsml.com_2.0.a_AbstractObject
Type diggs_geo:CompactionTestTrialsType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Used by
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , diggs_geo:trialNo{0,1} , diggs_geo:moistureContent{0,1} , diggs_geo:dryUnitWeight{0,1}
Children diggs:remarks, diggs:status, diggs_geo:dryUnitWeight, diggs_geo:moistureContent, diggs_geo:trialNo, gml:description
Instance
<diggs_geo:CompactionTestTrials gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs_geo:trialNo>{0,1}</diggs_geo:trialNo>
  <diggs_geo:moistureContent uom="">{0,1}</diggs_geo:moistureContent>
  <diggs_geo:dryUnitWeight uom="">{0,1}</diggs_geo:dryUnitWeight>
</diggs_geo:CompactionTestTrials>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="CompactionTestTrials" type="diggs_geo:CompactionTestTrialsType" abstract="false" substitutionGroup="diggs:AbstractObject">
  <annotation>
    <documentation>Results for each trial</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:CompactionTestTrialsType / diggs_geo:trialNo
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The count of the test cycle
Diagram
Diagram
Type integer
Properties
content: simple
minOccurs: 0
Source
<element name="trialNo" type="integer" minOccurs="0">
  <annotation>
    <documentation>The count of the test cycle</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:CompactionTestTrialsType / diggs_geo:moistureContent
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Moisture content measured in this trial.
Diagram
Diagram 131.tmp#abstractDouble 131.tmp#abstractMeasure NO_NAMESPACE.tmp#PercentMeasureType_uom 2_0_a.tmp#PercentMeasureType
Type diggs:PercentMeasureType
Type hierarchy
Properties
content: complex
minOccurs: 0
Attributes
QName Type Fixed Default Use Annotation
uom witsml:PercentUom required
Source
<element name="moistureContent" type="diggs:PercentMeasureType" minOccurs="0">
  <annotation>
    <documentation>Moisture content measured in this trial.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:CompactionTestTrialsType / diggs_geo:dryUnitWeight
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Dry unit weight measured in this trial.
Diagram
Diagram 131.tmp#abstractDouble 131.tmp#abstractMeasure NO_NAMESPACE.tmp#DensityMeasureType_uom 2_0_a.tmp#DensityMeasureType
Type diggs:DensityMeasureType
Type hierarchy
Properties
content: complex
minOccurs: 0
Attributes
QName Type Fixed Default Use Annotation
uom diggs:diggsDensityUom required
Source
<element name="dryUnitWeight" type="diggs:DensityMeasureType" minOccurs="0">
  <annotation>
    <documentation>Dry unit weight measured in this trial.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:CompressiveStrengthTest
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
The Compressive Strength of a material is that value of uniaxial
compressive stress reached when the material fails
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType 2_0_a.tmp#TestMetadataProperties_equipmentRef 2_0_a.tmp#TestMetadataProperties_equipment 2_0_a.tmp#TestMetadataProperties_specificationRef 2_0_a.tmp#TestMetadataProperties_specification 2_0_a.tmp#TestMetadataProperties 2_0_a.tmp#AbstractTestProcedureType 2_0_a.tmp#AbstractLaboratoryTestType_samplePreparations 2_0_a.tmp#AbstractLaboratoryTestType geotechnical.tmp#CompressiveStrengthTestType_waterContent geotechnical.tmp#CompressiveStrengthTestType_testDuration geotechnical.tmp#CompressiveStrengthTestType_stressRate geotechnical.tmp#CompressiveStrengthTestType_failureMode geotechnical.tmp#CompressiveStrengthTestType 2_0_a.tmp#AbstractLaboratoryTest
Type diggs_geo:CompressiveStrengthTestType
Type hierarchy
Properties
content: complex
abstract: false
Substitution Group Affiliation
Model gml:description{0,1} , diggs:status{0,1} , diggs:remarks{0,1} , (diggs:equipmentRef | diggs:equipment) , (diggs:specificationRef | diggs:specification) , diggs:samplePreparations{0,1} , diggs_geo:waterContent{0,1} , diggs_geo:testDuration{0,1} , diggs_geo:stressRate{0,1} , diggs_geo:failureMode{0,1}
Children diggs:equipment, diggs:equipmentRef, diggs:remarks, diggs:samplePreparations, diggs:specification, diggs:specificationRef, diggs:status, diggs_geo:failureMode, diggs_geo:stressRate, diggs_geo:testDuration, diggs_geo:waterContent, gml:description
Instance
<diggs_geo:CompressiveStrengthTest gml:id="" xml:lang="" xmlns:diggs_geo="http://schemas.diggsml.com/2.0.a/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://schemas.diggsml.com/2.0.a">
  <gml:description xlink:href="" nilReason="" xlink:title="">{0,1}</gml:description>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:remarks owns="false">{0,1}</diggs:remarks>
  <diggs:equipmentRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:equipmentRef>
  <diggs:equipment codeSpace="">{1,1}</diggs:equipment>
  <diggs:specificationRef xlink:href="" nilReason="" owns="false" xlink:title="">{1,1}</diggs:specificationRef>
  <diggs:specification codeSpace="">{1,1}</diggs:specification>
  <diggs:samplePreparations>{0,1}</diggs:samplePreparations>
  <diggs_geo:waterContent uom="">{0,1}</diggs_geo:waterContent>
  <diggs_geo:testDuration uom="">{0,1}</diggs_geo:testDuration>
  <diggs_geo:stressRate>{0,1}</diggs_geo:stressRate>
  <diggs_geo:failureMode codeSpace="">{0,1}</diggs_geo:failureMode>
</diggs_geo:CompressiveStrengthTest>
Attributes
QName Type Fixed Default Use Annotation
gml:id ID required
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
xml:lang union of(xs:language, restriction of xs:string) optional
Attempting to install the relevant ISO 2- and 3-letter
         codes as the enumerated possible values is probably never
         going to be a realistic possibility.  See
         RFC 3066 at http://www.ietf.org/rfc/rfc3066.txt and the IANA registry
         at http://www.iana.org/assignments/lang-tag-apps.htm for
         further information.

         The union allows for the 'un-declaration' of xml:lang with
         the empty string.
Source
<element name="CompressiveStrengthTest" type="diggs_geo:CompressiveStrengthTestType" abstract="false" substitutionGroup="diggs:AbstractLaboratoryTest">
  <annotation>
    <documentation>The Compressive Strength of a material is that value of uniaxial compressive stress reached when the material fails</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:CompressiveStrengthTestType / diggs_geo:waterContent
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Water content of specimen tested
Diagram
Diagram 131.tmp#abstractDouble 131.tmp#abstractMeasure NO_NAMESPACE.tmp#PercentMeasureType_uom 2_0_a.tmp#PercentMeasureType
Type diggs:PercentMeasureType
Type hierarchy
Properties
content: complex
minOccurs: 0
Attributes
QName Type Fixed Default Use Annotation
uom witsml:PercentUom required
Source
<element name="waterContent" type="diggs:PercentMeasureType" minOccurs="0">
  <annotation>
    <documentation>Water content of specimen tested</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:CompressiveStrengthTestType / diggs_geo:testDuration
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Duration of the test.
Diagram
Diagram 131.tmp#abstractDouble 131.tmp#abstractMeasure NO_NAMESPACE.tmp#timeMeasure_uom 131.tmp#timeMeasure
Type witsml:timeMeasure
Type hierarchy
Properties
content: complex
minOccurs: 0
Attributes
QName Type Fixed Default Use Annotation
uom witsml:timeUom required
Source
<element name="testDuration" type="witsml:timeMeasure" minOccurs="0">
  <annotation>
    <documentation>Duration of the test.</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:CompressiveStrengthTestType / diggs_geo:stressRate
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Stress rate
Diagram
Diagram 2_0_a.tmp#forcePerTimeUom
Type diggs:forcePerTimeUom
Type hierarchy
Properties
content: simple
minOccurs: 0
Facets
whiteSpace collapse
Replace tab, line feed and carriage return with 
a space, collapse contiguous sequences of spaces to a single space 
and then remove leading and trailing spaces.
minLength 1
The empty string is not allowed.
This constraint conbined with the whiteSpace collapse constraint means
that a blank value is not allowed.
maxLength 24
enumeration Pa/sec
enumeration at/sec
enumeration atm/sec
enumeration bar/sec
enumeration cmH2O(4degC)/sec
enumeration dyne/cm2/sec
enumeration GPa
enumeration hbar/sec
enumeration inH2O(39.2F)/sec
enumeration inH2O(60F)/sec
enumeration inHg(32F)/sec
enumeration inHg(60F/sec)
enumeration kgf/cm2/sec
enumeration kgf/mm2/sec
enumeration kN/m2/sec
enumeration kPa/sec
enumeration kpsi/sec
enumeration lbf/ft2/sec
enumeration lbf/100ft2/sec
enumeration lbf/in2/sec
enumeration mbar/sec
enumeration mmHg(0C)/sec
enumeration mPa/sec
enumeration MPa/sec
enumeration Mpsi/sec
enumeration N/m2/sec
enumeration N/mm2/sec
enumeration Pa(g)/sec
enumeration pPa/sec
enumeration psi/sec
enumeration psia/sec
enumeration psig/sec
enumeration tonfUS/ft2/sec
enumeration tonfUS/in2/sec
enumeration torr/sec
enumeration ubar/sec
enumeration umHg(0C)/sec
enumeration uPa/sec
enumeration upsi/sec
Source
<element name="stressRate" type="diggs:forcePerTimeUom" minOccurs="0">
  <annotation>
    <documentation>Stress rate</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:CompressiveStrengthTestType / diggs_geo:failureMode
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Mode of failure (eg. shear).
Diagram
Diagram NO_NAMESPACE.tmp#CodeType_codeSpace 3_2.tmp#CodeType
Type gml:CodeType
Properties
content: complex
minOccurs: 0
Attributes
QName Type Fixed Default Use Annotation
codeSpace anyURI optional
Source
<element name="failureMode" type="gml:CodeType" minOccurs="0">
  <annotation>
    <documentation>Mode of failure (eg. shear).</documentation>
  </annotation>
</element>
Schema location http://diggsml.org/2.0a/schemas/Geotechnical.xsd
Element diggs_geo:ConsolidationTest
Namespace http://schemas.diggsml.com/2.0.a/geotechnical
Annotations
Result from a Consolidation Test. This test is performed to determine the
magnitude and rate of volume decrease that a laterally confined soil specimen
undergoes when subjected to different vertical pressures. From the measured data,
the consolidation curve (pressure-void ratio relationship) can be plotted. This data
is useful in determining the compression index (slope of virgin curve), the
recompression index (slope of recompression curve) and the preconsolidation pressure
(or maximum past pressure) of the soil. In addition, the data obtained can also be
used to determine the coefficient of consolidation and the coefficient of secondary
compression of the soil.
Diagram
Diagram 3_2.tmp#id 3_2.tmp#description 3_2.tmp#descriptionReference 3_2.tmp#identifier 3_2.tmp#name 3_2.tmp#StandardObjectProperties 3_2.tmp#AbstractGMLType 3_2.tmp#description 2_0_a.tmp#AbstractObjectBaseType namespace.tmp#lang 2_0_a.tmp#AbstractObjectType_status 2_0_a.tmp#AbstractObjectType_remarks 2_0_a.tmp#AbstractObjectType 2_0_a.tmp#TestMetadataProperties_equipmentRef 2_0_a.tmp#TestMetadataProperties_equipment 2_0_a.tmp#TestMetadataProperties_specificationRef 2_0_a.tmp#TestMetadataProperties_specification