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Annotations
Attributes
Diagrams
Instances
Model
Properties
Source
Element diggs:PressuremeterTest
Namespace http://diggsml.org/schemas/3
Annotations
A pressuremeter test procedure. The pressuremeter measures the strength and
stress-strain properties of all soil types, including soft rock. It is used
primarily to calculate the bearing capacity and settlement of shallow and deep
foundations, the deformation of laterally loaded piles and sheet piles, and the
resistance of anchors.
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_PressuremeterTestProcedureType.tmp#PressuremeterTestProcedureType_pressuremeterTypeExtProcedures_xsd_Complex_Type_diggs_PressuremeterTestProcedureType.tmp#PressuremeterTestProcedureType_pressuremeterDiameterExtProcedures_xsd_Complex_Type_diggs_PressuremeterTestProcedureType.tmp#PressuremeterTestProcedureType_trialExtProcedures_xsd_Complex_Type_diggs_PressuremeterTestProcedureType.tmp#PressuremeterTestProcedureTypeAbstractTypes_xsd_Element_diggs_AbstractInsituTestProcedure.tmp#AbstractInsituTestProcedure
Type diggs:PressuremeterTestProcedureType
Type hierarchy
Properties
content complex
abstract false
Substitution Group Affiliation
Model
Children diggs:associatedFile, diggs:implementationStatus, diggs:internalIdentifier, diggs:otherTestProperty, diggs:pressuremeterDiameter, diggs:pressuremeterType, diggs:remark, diggs:role, diggs:status, diggs:testEvent, diggs:testProcedureEquipment, diggs:testProcedureMethod, diggs:testingEnvironment, diggs:trial, gml:description, gml:identifier, gml:name
Instance
<diggs:PressuremeterTest 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:pressuremeterType codeSpace="">{0,1}</diggs:pressuremeterType>
  <diggs:pressuremeterDiameter howDetermined="" qualifier="" uom="">{0,1}</diggs:pressuremeterDiameter>
  <diggs:trial>{0,unbounded}</diggs:trial>
</diggs:PressuremeterTest>
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="PressuremeterTest" type="diggs:PressuremeterTestProcedureType" abstract="false" substitutionGroup="diggs:AbstractInsituTestProcedure">
  <annotation>
    <documentation>A pressuremeter test procedure. The pressuremeter measures the strength and stress-strain properties of all soil types, including soft rock. It is used primarily to calculate the bearing capacity and settlement of shallow and deep foundations, the deformation of laterally loaded piles and sheet piles, and the resistance of anchors.</documentation>
  </annotation>
</element>