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Annotations
Attributes
Diagrams
Instances
Model
Properties
Source
Element diggs:InsituCBRTest
Namespace http://diggsml.org/schemas/3
Annotations
An in-situ California bearing ratio (CBR) test procedure. CBR is a penetration test
of the mechanical strength of road subgrades and basecourses: the pressure needed to
penetrate the soil with a plunger of standard area is divided by the pressure needed
for an equal penetration of a standard crushed rock.
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_AbstractInsituTestProcedureType.tmp#AbstractInsituTestProcedureType_testEventAbstractTypes_xsd_Complex_Type_diggs_AbstractInsituTestProcedureType.tmp#AbstractInsituTestProcedureTypeExtProcedures_xsd_Complex_Type_diggs_InsituCBRTestType.tmp#InsituCBRTestType_penetrationIncrementExtProcedures_xsd_Complex_Type_diggs_InsituCBRTestType.tmp#InsituCBRTestType_pistonDiameterExtProcedures_xsd_Complex_Type_diggs_InsituCBRTestType.tmp#InsituCBRTestType_reactionLoadDescriptionExtProcedures_xsd_Complex_Type_diggs_InsituCBRTestType.tmp#InsituCBRTestType_seatingForceExtProcedures_xsd_Complex_Type_diggs_InsituCBRTestType.tmp#InsituCBRTestType_surchargePressureExtProcedures_xsd_Complex_Type_diggs_InsituCBRTestType.tmp#InsituCBRTestTypeAbstractTypes_xsd_Element_diggs_AbstractInsituTestProcedure.tmp#AbstractInsituTestProcedure
Type diggs:InsituCBRTestType
Type hierarchy
Properties
content complex
abstract false
Substitution Group Affiliation
Model
Children diggs:associatedFile, diggs:implementationStatus, diggs:internalIdentifier, diggs:otherTestProperty, diggs:penetrationIncrement, diggs:pistonDiameter, diggs:reactionLoadDescription, diggs:remark, diggs:role, diggs:seatingForce, diggs:status, diggs:surchargePressure, diggs:testEvent, diggs:testProcedureEquipment, diggs:testProcedureMethod, diggs:testingEnvironment, gml:description, gml:identifier, gml:name
Instance
<diggs:InsituCBRTest 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,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>
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 name="InsituCBRTest" type="diggs:InsituCBRTestType" abstract="false" substitutionGroup="diggs:AbstractInsituTestProcedure">
  <annotation>
    <documentation>An in-situ California bearing ratio (CBR) test procedure. CBR is a penetration test of the mechanical strength of road subgrades and basecourses: the pressure needed to penetrate the soil with a plunger of standard area is divided by the pressure needed for an equal penetration of a standard crushed rock.</documentation>
  </annotation>
</element>