Schema documentation for component diggs:UnconfinedCompressiveStrengthTest

The procedure of an unconfined (uniaxial) compressive strength test: a specimen is loaded axially, without lateral confinement, until it fails, and the maximum compressive stress it sustains is its unconfined compressive strength. It applies to soil and rock, and to manufactured cementitious materials such as concrete, grout, mortar and soil-cement. The strength and other measured values are reported in the results of the diggs:Test or diggs:MaterialTest that carries this procedure; this object records how the test was carried out and how the specimen failed. The governing standard is cited by testProcedureMethod and the specimens tested are described by specimen.

<diggs:UnconfinedCompressiveStrengthTest gml:id="" xmlns:diggs="http://diggsml.org/schemas/3" xmlns:gml="http://www.opengis.net/gml/3.2">
  <gml:description xlink:href="" nilReason="">{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:href="" nilReason="" owns="false">{0,unbounded}</diggs:associatedFile>
  <diggs:role>{0,unbounded}</diggs:role>
  <diggs:remark>{0,unbounded}</diggs:remark>
  <diggs:testProcedureMethod xlink:href="" nilReason="" owns="false">{0,unbounded}</diggs:testProcedureMethod>
  <diggs:testProcedureEquipment xlink:href="" nilReason="" owns="false">{0,unbounded}</diggs:testProcedureEquipment>
  <diggs:testingEnvironment xlink:href="" nilReason="" owns="false">{0,unbounded}</diggs:testingEnvironment>
  <diggs:otherTestProperty>{0,unbounded}</diggs:otherTestProperty>
  <diggs:testEvent>{0,1}</diggs:testEvent>
  <diggs:specimen xlink:href="" nilReason="" owns="false">{0,unbounded}</diggs:specimen>
  <diggs:testDuration howDetermined="" qualifier="" uom="">{0,1}</diggs:testDuration>
  <diggs:averageRateOfStrain howDetermined="" qualifier="" uom="">{1,1}</diggs:averageRateOfStrain>
  <diggs:loadingRate howDetermined="" qualifier="" uom="">{1,1}</diggs:loadingRate>
  <diggs:modeOfFailure codeSpace="">{0,1}</diggs:modeOfFailure>
  <diggs:slopeOfAngleOfFailureSurface howDetermined="" qualifier="" uom="">{1,1}</diggs:slopeOfAngleOfFailureSurface>
  <diggs:failureSurfaceDipAngle howDetermined="" qualifier="" uom="">{1,1}</diggs:failureSurfaceDipAngle>
  <diggs:axialStrainAtFailure howDetermined="" qualifier="" uom="">{0,1}</diggs:axialStrainAtFailure>
  <diggs:compressionIncrement>{0,unbounded}</diggs:compressionIncrement>
</diggs:UnconfinedCompressiveStrengthTest>

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="UnconfinedCompressiveStrengthTest" substitutionGroup="diggs:AbstractLaboratoryTestProcedure" type="diggs:UnconfinedCompressiveStrengthTestType"> <annotation> <documentation>The procedure of an unconfined (uniaxial) compressive strength test: a specimen is loaded axially, without lateral confinement, until it fails, and the maximum compressive stress it sustains is its unconfined compressive strength. It applies to soil and rock, and to manufactured cementitious materials such as concrete, grout, mortar and soil-cement. The strength and other measured values are reported in the results of the diggs:Test or diggs:MaterialTest that carries this procedure; this object records how the test was carried out and how the specimen failed. The governing standard is cited by testProcedureMethod and the specimens tested are described by specimen.</documentation> </annotation> </element>

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