Schema documentation for component diggs:PorePressureDissipationTest

The Pore Pressure Dissipation Test occurs as part of a static cone penetration test, where the probe stops advancing and easured excess pore pressures are recorded over time. It is used to measure equilibrium pore pressure and to estimate in situ horizontal coefficient of consolidation (ch) and in situ horizontal coefficient of permeability (kh)

<diggs:PorePressureDissipationTest gml:id="" xml:lang="" xmlns:diggs="http://diggsml.org/schema-dev" 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 xlink:actuate="" xlink:arcrole="" xlink:href="" nilReason="" owns="false" xlink:role="" xlink:show="" xlink:title="" xlink:type="simple">{0,unbounded}</diggs:testEvent>
  <diggs:estimatedIr uom="">{0,1}</diggs:estimatedIr>
  <diggs:estimatedU0 uom="">{0,1}</diggs:estimatedU0>
  <diggs:estimatedU50 uom="">{0,1}</diggs:estimatedU50>
  <diggs:estimatedWaterDepth uom="">{0,1}</diggs:estimatedWaterDepth>
  <diggs:dissipationTimeSeries>{0,unbounded}</diggs:dissipationTimeSeries>
</diggs:PorePressureDissipationTest>

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.

<div> <h3>lang (as an attribute name)</h3> <p>denotes an attribute whose value is a language code for the natural language of the content of any element; its value is inherited. This name is reserved by virtue of its definition in the XML specification.</p> </div> <div> <h4>Notes</h4> <p>Attempting to install the relevant ISO 2- and 3-letter codes as the enumerated possible values is probably never going to be a realistic possibility.</p> <p>See BCP 47 at <a href="http://www.rfc-editor.org/rfc/bcp/bcp47.txt">http://www.rfc-editor.org/rfc/bcp/bcp47.txt</a>and the IANA language subtag registry at <a href="http://www.iana.org/assignments/language-subtag-registry">http://www.iana.org/assignments/language-subtag-registry</a>for further information.</p> <p>The union allows for the 'un-declaration' of xml:lang with the empty string.</p> </div>

<element name="PorePressureDissipationTest" type="diggs:PorePressureDissipationTestType" abstract="false" substitutionGroup="diggs:AbstractInsituTestProcedure"> <annotation> <documentation>The Pore Pressure Dissipation Test occurs as part of a static cone penetration test, where the probe stops advancing and easured excess pore pressures are recorded over time. It is used to measure equilibrium pore pressure and to estimate in situ horizontal coefficient of consolidation (ch) and in situ horizontal coefficient of permeability (kh)</documentation> </annotation> </element>

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