Schema documentation for component diggs

An object describing a direct shear test procedure. The direct shear test, also known as a shearbox test, is used for determination of the consolidated drained (or undrained) shear strength of soils. The test is performed by deforming a specimen at a controlled rate on or near a single shear plane.

<diggs_geo:DirectShearTest gml:id="" xmlns:diggs_geo="http://diggsml.org/schemas/3/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://diggsml.org/schemas/3">
  <gml:description xlink:actuate="" xlink:arcrole="" xlink:href="" nilReason="" xlink:role="" xlink:show="" xlink:title="" xlink:type="simple">{0,1}</gml:description>
  <gml:identifier codeSpace="">{0,1}</gml:identifier>
  <gml:name codeSpace="">{0,unbounded}</gml:name>
  <diggs:internalIdentifier codeSpace="">{0,1}</diggs:internalIdentifier>
  <diggs:status codeSpace="">{0,1}</diggs:status>
  <diggs:implementationStatus codeSpace="">{0,1}</diggs:implementationStatus>
  <diggs:associatedFile xlink:actuate="" xlink:arcrole="" xlink:href="" nilReason="" owns="false" xlink:role="" xlink:show="" xlink:title="" xlink:type="simple">{0,unbounded}</diggs:associatedFile>
  <diggs:role>{0,unbounded}</diggs:role>
  <diggs:remark>{0,unbounded}</diggs:remark>
  <diggs:testProcedureMethod xlink:actuate="" xlink:arcrole="" xlink:href="" nilReason="" owns="false" xlink:role="" xlink:show="" xlink:title="" xlink:type="simple">{0,unbounded}</diggs:testProcedureMethod>
  <diggs:testProcedureEquipment xlink:actuate="" xlink:arcrole="" xlink:href="" nilReason="" owns="false" xlink:role="" xlink:show="" xlink:title="" xlink:type="simple">{0,unbounded}</diggs:testProcedureEquipment>
  <diggs:testingEnvironment>{0,unbounded}</diggs:testingEnvironment>
  <diggs:otherTestProperty>{0,unbounded}</diggs:otherTestProperty>
  <diggs:testEvent>{0,1}</diggs:testEvent>
  <diggs:specimen xlink:actuate="" xlink:arcrole="" xlink:href="" nilReason="" owns="false" xlink:role="" xlink:show="" xlink:title="" xlink:type="simple">{0,unbounded}</diggs:specimen>
  <diggs_geo:areaShearBox howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:areaShearBox>
  <diggs_geo:consolidationLoadingIncrement>{0,unbounded}</diggs_geo:consolidationLoadingIncrement>
  <diggs_geo:directShearTestType codeSpace="">{0,1}</diggs_geo:directShearTestType>
  <diggs_geo:displacementRatePeakStressStage howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:displacementRatePeakStressStage>
  <diggs_geo:displacementRateResidualStressStage howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:displacementRateResidualStressStage>
  <diggs_geo:failureCriteria codeSpace="">{0,1}</diggs_geo:failureCriteria>
  <diggs_geo:HorizDisplPeakShear howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:HorizDisplPeakShear>
  <diggs_geo:HorizDisplResidualShear howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:HorizDisplResidualShear>
  <diggs_geo:normalForcePriorToShearing howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:normalForcePriorToShearing>
  <diggs_geo:normalStressApplied howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:normalStressApplied>
  <diggs_geo:peakShearStress howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:peakShearStress>
  <diggs_geo:relativeLaterallDisplacementPriorToShearing howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:relativeLaterallDisplacementPriorToShearing>
  <diggs_geo:residualShearStress howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:residualShearStress>
  <diggs_geo:shearForcePriorToShearing howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:shearForcePriorToShearing>
  <diggs_geo:verticalDisplacementPriorToShearing howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:verticalDisplacementPriorToShearing>
  <diggs_geo:VertDisplPeakShear howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:VertDisplPeakShear>
  <diggs_geo:VertDisplResidualShear howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:VertDisplResidualShear>
  <diggs_geo:shearingIncrementPeakStressStage>{0,unbounded}</diggs_geo:shearingIncrementPeakStressStage>
  <diggs_geo:shearingIncrementResidualStressStage>{0,unbounded}</diggs_geo:shearingIncrementResidualStressStage>
</diggs_geo:DirectShearTest>

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.

<element abstract="false" name="DirectShearTest" substitutionGroup="diggs:AbstractLaboratoryTestProcedure" type="diggs_geo:DirectShearTestType"> <annotation> <documentation>An object describing a direct shear test procedure. The direct shear test, also known as a shearbox test, is used for determination of the consolidated drained (or undrained) shear strength of soils. The test is performed by deforming a specimen at a controlled rate on or near a single shear plane.</documentation> </annotation> </element>

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