Schema documentation for component diggs

An object describing an Atterberg Limits test procedure. 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.

<diggs_geo:AtterbergLimitsTest 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:ovenDriedBeforeTest>{0,1}</diggs_geo:ovenDriedBeforeTest>
  <diggs_geo:sieveProcedure>{0,1}</diggs_geo:sieveProcedure>
  <diggs_geo:handRemoved>{0,1}</diggs_geo:handRemoved>
  <diggs_geo:percentRetainedNo40>{0,1}</diggs_geo:percentRetainedNo40>
  <diggs_geo:specimenInitialState>{0,1}</diggs_geo:specimenInitialState>
  <diggs_geo:multiPointLLmethod>{0,1}</diggs_geo:multiPointLLmethod>
  <diggs_geo:waterDensity howDetermined="" qualifier="" waterTemperature="">{0,1}</diggs_geo:waterDensity>
  <diggs_geo:waxDensity howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:waxDensity>
  <diggs_geo:casagrandeTrial>{0,unbounded}</diggs_geo:casagrandeTrial>
  <diggs_geo:fallConeTrial>{0,unbounded}</diggs_geo:fallConeTrial>
  <diggs_geo:plasticLimitTrial>{0,unbounded}</diggs_geo:plasticLimitTrial>
  <diggs_geo:shrinkageLimitTrial>{0,unbounded}</diggs_geo:shrinkageLimitTrial>
</diggs_geo:AtterbergLimitsTest>

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="AtterbergLimitsTest" type="diggs_geo:AtterbergLimitsTestType" abstract="false" substitutionGroup="diggs:AbstractLaboratoryTestProcedure"> <annotation> <documentation>An object describing an Atterberg Limits test procedure. 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> <documentation source="name">Atterberg Limits Test</documentation> </annotation> </element>

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