Schema documentation for component diggs:ConsolidationTest

The procedure of a consolidation test, which determines the magnitude and rate of volume decrease of a laterally confined soil specimen under different vertical pressures. The consolidation curve (pressure-void ratio relationship) from the measured data gives the compression index (slope of the virgin curve), the recompression index (slope of the recompression curve) and the preconsolidation pressure (maximum past pressure), and also the coefficient of consolidation and the coefficient of secondary compression.

<diggs:ConsolidationTest 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:consolidationTestType codeSpace="">{0,1}</diggs:consolidationTestType>
  <diggs:estimatedPreConsolidationStress howDetermined="" qualifier="" uom="">{0,1}</diggs:estimatedPreConsolidationStress>
  <diggs:initialHeightChange howDetermined="" qualifier="" uom="">{0,1}</diggs:initialHeightChange>
  <diggs:interpretationProcedure codeSpace="">{0,1}</diggs:interpretationProcedure>
  <diggs:swellingPressure howDetermined="" qualifier="" uom="">{0,1}</diggs:swellingPressure>
  <diggs:loadingIncrement>{0,unbounded}</diggs:loadingIncrement>
</diggs:ConsolidationTest>

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="ConsolidationTest" substitutionGroup="diggs:AbstractLaboratoryTestProcedure" type="diggs:ConsolidationTestType"> <annotation> <documentation>The procedure of a consolidation test, which determines the magnitude and rate of volume decrease of a laterally confined soil specimen under different vertical pressures. The consolidation curve (pressure-void ratio relationship) from the measured data gives the compression index (slope of the virgin curve), the recompression index (slope of the recompression curve) and the preconsolidation pressure (maximum past pressure), and also the coefficient of consolidation and the coefficient of secondary compression.</documentation> </annotation> </element>

Showing: