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Element diggs_geo:ConsolidationTest
Namespace http://diggsml.org/schemas/3/geotechnical
Annotations
 
An object describing a consolidation test procedure. This test is performed to determine the
magnitude and rate of volume decrease that a laterally confined soil specimen
undergoes when subjected to different vertical pressures. From the measured data,
the consolidation curve (pressure-void ratio relationship) can be plotted. This data
is useful in determining the compression index (slope of virgin curve), the
recompression index (slope of recompression curve) and the preconsolidation pressure
(or maximum past pressure) of the soil. In addition, the data obtained can also be
used to determine the coefficient of consolidation and the coefficient of secondary
compression of the soil.
Diagram
Diagramgml3_2Profile_diggs_xsd_Attribute_gml_id.tmp#idgml3_2Profile_diggs_xsd_Element_gml_description.tmp#descriptiongml3_2Profile_diggs_xsd_Element_gml_descriptionReference.tmp#descriptionReferencegml3_2Profile_diggs_xsd_Element_gml_identifier.tmp#identifiergml3_2Profile_diggs_xsd_Element_gml_name.tmp#namegml3_2Profile_diggs_xsd_Element_Group_gml_StandardObjectProperties.tmp#StandardObjectPropertiesgml3_2Profile_diggs_xsd_Complex_Type_gml_AbstractGMLType.tmp#AbstractGMLTypegml3_2Profile_diggs_xsd_Complex_Type_gml_AbstractFeatureType.tmp#AbstractFeatureTypegml3_2Profile_diggs_xsd_Attribute_gml_id.tmp#idgml3_2Profile_diggs_xsd_Element_gml_description.tmp#descriptiongml3_2Profile_diggs_xsd_Element_gml_identifier.tmp#identifierAbstractTypes_xsd_Complex_Type_diggs_AbstractFeatureBaseType.tmp#AbstractFeatureBaseTypegml3_2Profile_diggs_xsd_Element_gml_name.tmp#nameCommon_xsd_Element_diggs_internalIdentifier.tmp#internalIdentifierCommon_xsd_Element_diggs_status.tmp#statusCommon_xsd_Element_diggs_implementationStatus.tmp#implementationStatusAbstractTypes_xsd_Complex_Type_diggs_AbstractFeatureType.tmp#http___diggsml.org_schemas_3_AbstractFeatureType_associatedFileAbstractTypes_xsd_Complex_Type_diggs_AbstractFeatureType.tmp#http___diggsml.org_schemas_3_AbstractFeatureType_roleAbstractTypes_xsd_Complex_Type_diggs_AbstractFeatureType.tmp#http___diggsml.org_schemas_3_AbstractFeatureType_remarkAbstractTypes_xsd_Complex_Type_diggs_AbstractFeatureType.tmp#http___diggsml.org_schemas_3_AbstractFeatureTypeAbstractTypes_xsd_Complex_Type_diggs_AbstractProcedureType.tmp#AbstractProcedureTypeAbstractTypes_xsd_Complex_Type_diggs_AbstractTestProcedureType.tmp#AbstractTestProcedureType_testProcedureMethodAbstractTypes_xsd_Complex_Type_diggs_AbstractTestProcedureType.tmp#AbstractTestProcedureType_testProcedureEquipmentAbstractTypes_xsd_Complex_Type_diggs_AbstractTestProcedureType.tmp#AbstractTestProcedureType_testingEnvironmentAbstractTypes_xsd_Complex_Type_diggs_AbstractTestProcedureType.tmp#AbstractTestProcedureType_otherTestPropertyAbstractTypes_xsd_Complex_Type_diggs_AbstractTestProcedureType.tmp#AbstractTestProcedureTypeAbstractTypes_xsd_Complex_Type_diggs_AbstractLaboratoryTestProcedureType.tmp#AbstractLaboratoryTestProcedureType_testEventAbstractTypes_xsd_Complex_Type_diggs_AbstractLaboratoryTestProcedureType.tmp#AbstractLaboratoryTestProcedureType_specimenAbstractTypes_xsd_Complex_Type_diggs_AbstractLaboratoryTestProcedureType.tmp#AbstractLaboratoryTestProcedureTypeDiggs_geo_deprecated_xsd_Complex_Type_diggs_geo_ConsolidationTestType.tmp#http___diggsml.org_schemas_3_geotechnical_ConsolidationTestType_consolidationTestTypeDiggs_geo_deprecated_xsd_Complex_Type_diggs_geo_ConsolidationTestType.tmp#http___diggsml.org_schemas_3_geotechnical_ConsolidationTestType_estimatedPreConsolidationStressDiggs_geo_deprecated_xsd_Complex_Type_diggs_geo_ConsolidationTestType.tmp#http___diggsml.org_schemas_3_geotechnical_ConsolidationTestType_initialHeightChangeDiggs_geo_deprecated_xsd_Complex_Type_diggs_geo_ConsolidationTestType.tmp#http___diggsml.org_schemas_3_geotechnical_ConsolidationTestType_interpretationProcedureDiggs_geo_deprecated_xsd_Complex_Type_diggs_geo_ConsolidationTestType.tmp#http___diggsml.org_schemas_3_geotechnical_ConsolidationTestType_swellingPressureDiggs_geo_deprecated_xsd_Complex_Type_diggs_geo_ConsolidationTestType.tmp#http___diggsml.org_schemas_3_geotechnical_ConsolidationTestType_loadingIncrementDiggs_geo_deprecated_xsd_Complex_Type_diggs_geo_ConsolidationTestType.tmp#http___diggsml.org_schemas_3_geotechnical_ConsolidationTestTypeAbstractTypes_xsd_Element_diggs_AbstractLaboratoryTestProcedure.tmp#AbstractLaboratoryTestProcedure
Type diggs_geo:ConsolidationTestType
Type hierarchy
Properties
content complex
abstract false
Substitution Group Affiliation
Model
Children diggs:associatedFile, diggs:implementationStatus, diggs:internalIdentifier, diggs:otherTestProperty, diggs:remark, diggs:role, diggs:specimen, diggs:status, diggs:testEvent, diggs:testProcedureEquipment, diggs:testProcedureMethod, diggs:testingEnvironment, diggs_geo:consolidationTestType, diggs_geo:estimatedPreConsolidationStress, diggs_geo:initialHeightChange, diggs_geo:interpretationProcedure, diggs_geo:loadingIncrement, diggs_geo:swellingPressure, gml:description, gml:identifier, gml:name
Instance
 
<diggs_geo:ConsolidationTest 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:consolidationTestType codeSpace="">{0,1}</diggs_geo:consolidationTestType>
  <diggs_geo:estimatedPreConsolidationStress howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:estimatedPreConsolidationStress>
  <diggs_geo:initialHeightChange howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:initialHeightChange>
  <diggs_geo:interpretationProcedure codeSpace="">{0,1}</diggs_geo:interpretationProcedure>
  <diggs_geo:swellingPressure howDetermined="" qualifier="" uom="">{0,1}</diggs_geo:swellingPressure>
  <diggs_geo:loadingIncrement>{0,unbounded}</diggs_geo:loadingIncrement>
</diggs_geo:ConsolidationTest>
Attributes
QName Type Use Annotation
gml:id ID required 
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.
Source
 
<element abstract="false" name="ConsolidationTest" substitutionGroup="diggs:AbstractLaboratoryTestProcedure" type="diggs_geo:ConsolidationTestType">
  <annotation>
    <documentation>An object describing a consolidation test procedure. This test is performed to determine the magnitude and rate of volume decrease that a laterally confined soil specimen undergoes when subjected to different vertical pressures. From the measured data, the consolidation curve (pressure-void ratio relationship) can be plotted. This data is useful in determining the compression index (slope of virgin curve), the recompression index (slope of recompression curve) and the preconsolidation pressure (or maximum past pressure) of the soil. In addition, the data obtained can also be used to determine the coefficient of consolidation and the coefficient of secondary compression of the soil.</documentation>
  </annotation>
</element>
XML Schema documentation generated by ® XML Editor.