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Element diggs_geo:UnconfinedCompressiveStrengthTest
Namespace http://diggsml.org/schema-dev/geotechnical
Annotations
An object that describes an unconfined compressive strength test procedure. The Compressive strength of a material is that value of uniaxial
compressive stress reached when the material fails
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#http___www.opengis.net_gml_3.2_AbstractFeatureTypegml3_2Profile_diggs_xsd_Attribute_gml_id.tmp#idgml3_2Profile_diggs_xsd_Element_gml_description.tmp#descriptiongml3_2Profile_diggs_xsd_Element_gml_identifier.tmp#identifierKernel_xsd_Complex_Type_diggs_AbstractFeatureBaseType.tmp#AbstractFeatureBaseTypexml_xsd_Attribute_xml_lang.tmp#langgml3_2Profile_diggs_xsd_Element_gml_name.tmp#nameKernel_xsd_Complex_Type_diggs_AbstractFeatureType.tmp#AbstractFeatureType_internalIdentifierKernel_xsd_Element_diggs_status.tmp#statusKernel_xsd_Element_diggs_implementationStatus.tmp#implementationStatusKernel_xsd_Complex_Type_diggs_AbstractFeatureType.tmp#AbstractFeatureType_associatedFileKernel_xsd_Complex_Type_diggs_AbstractFeatureType.tmp#AbstractFeatureType_roleKernel_xsd_Complex_Type_diggs_AbstractFeatureType.tmp#AbstractFeatureType_remarkKernel_xsd_Complex_Type_diggs_AbstractFeatureType.tmp#AbstractFeatureTypeKernel_xsd_Complex_Type_diggs_AbstractProcedureType.tmp#AbstractProcedureTypeKernel_xsd_Complex_Type_diggs_AbstractTestProcedureType.tmp#AbstractTestProcedureType_testProcedureMethodKernel_xsd_Complex_Type_diggs_AbstractTestProcedureType.tmp#AbstractTestProcedureType_testProcedureEquipmentKernel_xsd_Complex_Type_diggs_AbstractTestProcedureType.tmp#AbstractTestProcedureType_testingEnvironmentKernel_xsd_Complex_Type_diggs_AbstractTestProcedureType.tmp#AbstractTestProcedureType_otherTestPropertyKernel_xsd_Complex_Type_diggs_AbstractTestProcedureType.tmp#AbstractTestProcedureTypeKernel_xsd_Complex_Type_diggs_AbstractLaboratoryTestProcedureType.tmp#AbstractLaboratoryTestProcedureType_testEventKernel_xsd_Complex_Type_diggs_AbstractLaboratoryTestProcedureType.tmp#AbstractLaboratoryTestProcedureType_specimenKernel_xsd_Complex_Type_diggs_AbstractLaboratoryTestProcedureType.tmp#AbstractLaboratoryTestProcedureTypeGeotechnical_xsd_Complex_Type_diggs_geo_UnconfinedCompressiveStrengthTestType.tmp#UnconfinedCompressiveStrengthTestType_testDurationGeotechnical_xsd_Complex_Type_diggs_geo_UnconfinedCompressiveStrengthTestType.tmp#UnconfinedCompressiveStrengthTestType_averageRateOfStrainGeotechnical_xsd_Complex_Type_diggs_geo_UnconfinedCompressiveStrengthTestType.tmp#UnconfinedCompressiveStrengthTestType_modeOfFailureGeotechnical_xsd_Complex_Type_diggs_geo_UnconfinedCompressiveStrengthTestType.tmp#UnconfinedCompressiveStrengthTestType_slopeOfAngleOfFailureSurfaceGeotechnical_xsd_Complex_Type_diggs_geo_UnconfinedCompressiveStrengthTestType.tmp#UnconfinedCompressiveStrengthTestType_axialStrainAtFailureGeotechnical_xsd_Complex_Type_diggs_geo_UnconfinedCompressiveStrengthTestType.tmp#UnconfinedCompressiveStrengthTestType_compressionIncrementGeotechnical_xsd_Complex_Type_diggs_geo_UnconfinedCompressiveStrengthTestType.tmp#UnconfinedCompressiveStrengthTestTypeKernel_xsd_Element_diggs_AbstractLaboratoryTestProcedure.tmp#AbstractLaboratoryTestProcedure
Type diggs_geo:UnconfinedCompressiveStrengthTestType
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:averageRateOfStrain, diggs_geo:axialStrainAtFailure, diggs_geo:compressionIncrement, diggs_geo:modeOfFailure, diggs_geo:slopeOfAngleOfFailureSurface, diggs_geo:testDuration, gml:description, gml:identifier, gml:name
Instance
<diggs_geo:UnconfinedCompressiveStrengthTest gml:id="" xml:lang="" xmlns:diggs_geo="http://diggsml.org/schema-dev/geotechnical" xmlns:gml="http://www.opengis.net/gml/3.2" xmlns:diggs="http://diggsml.org/schema-dev">
  <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:testDuration uom="">{0,1}</diggs_geo:testDuration>
  <diggs_geo:averageRateOfStrain uom="">{0,1}</diggs_geo:averageRateOfStrain>
  <diggs_geo:modeOfFailure codeSpace="">{0,1}</diggs_geo:modeOfFailure>
  <diggs_geo:slopeOfAngleOfFailureSurface uom="">{0,1}</diggs_geo:slopeOfAngleOfFailureSurface>
  <diggs_geo:axialStrainAtFailure uom="">{0,1}</diggs_geo:axialStrainAtFailure>
  <diggs_geo:compressionIncrement>{0,unbounded}</diggs_geo:compressionIncrement>
</diggs_geo:UnconfinedCompressiveStrengthTest>
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.
xml:lang union of(xs:language, restriction of xs:string) optional
<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>
Source
<element abstract="false" name="UnconfinedCompressiveStrengthTest" substitutionGroup="diggs:AbstractLaboratoryTestProcedure" type="diggs_geo:UnconfinedCompressiveStrengthTestType">
  <annotation>
    <documentation>An object that describes an unconfined compressive strength test procedure. The Compressive strength of a material is that value of uniaxial compressive stress reached when the material fails</documentation>
  </annotation>
</element>