Schema documentation for component diggs:InsituCBRTest

An object describing an in-situ California bearing ratio test procedure. The California bearing ratio (CBR) is a penetration test for evaluation of the mechanical strength of road subgrades and basecourses. The test is performed by measuring the pressure required to penetrate a soil sample with a plunger of standard area. The measured pressure is then divided by the pressure required to achieve an equal penetration on a standard crushed rock material.

<diggs:InsituCBRTest gml:id="" xmlns:diggs="http://diggsml.org/schemas/3" xmlns:gml="http://www.opengis.net/gml/3.2">
  <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,unbounded}</diggs:testEvent>
  <diggs:penetrationIncrement>{0,unbounded}</diggs:penetrationIncrement>
  <diggs:pistonDiameter howDetermined="" qualifier="" uom="">{0,1}</diggs:pistonDiameter>
  <diggs:reactionLoadDescription>{0,1}</diggs:reactionLoadDescription>
  <diggs:seatingForce howDetermined="" qualifier="" uom="">{0,1}</diggs:seatingForce>
  <diggs:surchargePressure howDetermined="" qualifier="" uom="">{0,1}</diggs:surchargePressure>
</diggs:InsituCBRTest>

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 name="InsituCBRTest" type="diggs:InsituCBRTestType" abstract="false" substitutionGroup="diggs:AbstractInsituTestProcedure"> <annotation> <documentation>An object describing an in-situ California bearing ratio test procedure. The California bearing ratio (CBR) is a penetration test for evaluation of the mechanical strength of road subgrades and basecourses. The test is performed by measuring the pressure required to penetrate a soil sample with a plunger of standard area. The measured pressure is then divided by the pressure required to achieve an equal penetration on a standard crushed rock material.</documentation> </annotation> </element>

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