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Diggs_procedures_temp.xsd
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Diggs_procedures_temp.xsd
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<?xml version="1.0" encoding="UTF-8"?>
<schema xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:diggs="http://diggsml.org/schemas/2.6"
xmlns:diggs_geo="http://diggsml.org/schemas/2.6/geotechnical"
xmlns:eml="http://www.energistics.org/energyml/data/commonv2"
xmlns:witsml="http://www.energistics.org/energyml/data/witsmlv2"
xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns="http://www.w3.org/2001/XMLSchema"
xmlns:gml="http://www.opengis.net/gml/3.2" targetNamespace="http://diggsml.org/schemas/2.6"
elementFormDefault="qualified" version="2.6" vc:maxVersion="1.1" vc:minVersion="1.0"
xmlns:vc="http://www.w3.org/2007/XMLSchema-versioning">
<!-- import the gml and xlinks namespaces (original local profiles) -->
<import namespace="http://diggsml.org/schemas/2.6/geotechnical" schemaLocation="Diggs_geo.xsd"/>
<import namespace="http://www.opengis.net/gml/3.2" schemaLocation="gml3.2Profile_diggs.xsd"/>
<!-- (canonical complete schemas for TeamEngine GML validation)
<import namespace="http://www.opengis.net/gml/3.2" schemaLocation="http://schemas.opengis.net/gml/3.2.1/gml.xsd"/>
<import namespace="http://www.w3.org/1999/xlink" schemaLocation="http://www.w3.org/XML/2008/06/xlink.xsd"/>
<import namespace="http://www.w3.org/XML/1998/namespace" schemaLocation="http://www.w3.org/2001/xml.xsd"/>
-->
<!-- include and import other DIGGS schemas -->
<!-- import the witsml schemas -->
<import namespace="http://www.energistics.org/energyml/data/commonv2"
schemaLocation="witsml/2.0/data/common/v2.1/xsd_schemas/EmlAllObjects.xsd"/>
<import namespace="http://www.energistics.org/energyml/data/witsmlv2"
schemaLocation="witsml/2.0/data/witsml/v2.0/xsd_schemas/WitsmlAllObjects.xsd"/>
<element name="AtterbergLimitsTest" type="diggs:AtterbergLimitsTestType" abstract="false"
substitutionGroup="diggs:AbstractLaboratoryTestProcedure">
<annotation>
<documentation>An object describing an Atterberg Limits test procedure. The Atterberg limits are a basic measure of the nature of a fine-grained
soil. Depending on the water content of the soil, it may appear in four states:
solid, semi-solid, plastic and liquid. In each state the consistency and behavior of
a soil is different and thus so are its engineering properties. Thus, the boundary
between each state can be defined based on a change in the soil's behavior. The
Atterberg limits can be used to distinguish between silt and clay, and it can
distinguish between different types of silts and clays.</documentation>
<documentation source="name">Atterberg Limits Test</documentation>
</annotation>
</element>
<complexType name="AtterbergLimitsTestType">
<annotation>
<documentation>Base type for AtterbergLimitsTest</documentation>
</annotation>
<complexContent>
<extension base="diggs:AbstractLaboratoryTestProcedureType">
<sequence>
<element minOccurs="0" name="ovenDriedBeforeTest" type="boolean">
<annotation>
<documentation>True if sample is oven dried at 100 deg C or hotter prior
to testing; otherwise false. True value for this property should
produce a liquid_limit_oven_dried reportable result</documentation>
</annotation>
</element>
<element minOccurs="0" name="sieveProcedure" type="diggs:sieveProcedureEnumType">
<annotation>
<documentation>Value is wet if wet sieving on No. 40 screen (0.425 mm)
is performed; dry if dry sieving on No. 40 screen (0.425 mm) is
performed; none if no sieving is performed (sample is all
finer-grained than 0.425 mm or coarser particles are picked out;
unknown if not known. If value is None, the property handRemoved
should be used.</documentation>
</annotation>
</element>
<element minOccurs="0" name="handRemoved" type="boolean">
<annotation>
<documentation>True if plus screen No. 40 particles are removed from the
sample by hand, false if not. If no sieving is performed this
property is required</documentation>
</annotation>
</element>
<element minOccurs="0" name="percentRetainedNo40" type="diggs:DiggsStringType">
<annotation>
<documentation>Estimate of percent of sample retained on No. 40 screen.
If no sieving is performed, this value would hold the estimated
percentage of plus 40 particles removed by hand from the sample, if
applicable. String type.</documentation>
</annotation>
</element>
<element minOccurs="0" name="specimenInitialState"
type="diggs:AtterbergInitialConditionEnumType"/>
<element minOccurs="0" name="multiPointLLmethod" type="boolean">
<annotation>
<documentation>Value is true if the liquid limit method is multi-point,
false if liquid limit is calculated from a single point
test</documentation>
</annotation>
</element>
<element minOccurs="0" name="waterDensity"
type="diggs:SpecificGravityMeasureType">
<annotation>
<documentation>Usually assigned a value of 1.0, this value could be modified to account for temperature differences, as indicated in the attributes of this type.
</documentation>
</annotation>
</element>
<element minOccurs="0" name="waxDensity" type="diggs:WaxDensityMeasureType">
<annotation>
<documentation>For determination of shrinkage limit, the density of the wax used to seal the soil pat. This may be an assigned value, reported from the manufacturer or determined by a test procedure such as described in ASTM D 4943.</documentation>
</annotation>
</element>
<element minOccurs="0" name="casagrandeTrial"
type="diggs:CasagrandeTrialPropertyType" maxOccurs="unbounded">
<annotation>
<documentation>Property containing one or more CasagrandeTrial objects
detailing results of these various liquid limit tests
</documentation>
</annotation>
</element>
<element minOccurs="0" name="fallConeTrial"
type="diggs:FallConeTrialPropertyType" maxOccurs="unbounded">
<annotation>
<documentation>Property containing one or more FallConeTrial objects
detailing results of these various liquid limit tests
</documentation>
</annotation>
</element>
<element minOccurs="0" name="plasticLimitTrial"
type="diggs:PlasticLimitTrialPropertyType" maxOccurs="unbounded">
<annotation>
<documentation>Property containing one or more PlasticLimitTrial objects
detailing the results of each plastic limit trial</documentation>
</annotation>
</element>
<element minOccurs="0" name="shrinkageLimitTrial"
type="diggs:ShrinkageLimitTrialPropertyType" maxOccurs="unbounded">
<annotation>
<documentation>Property containing one or more ShrinkageLimitTrial
objects detailing the results of each shrinkage limit
trial</documentation>
</annotation>
</element>
</sequence>
</extension>
</complexContent>
</complexType>
<simpleType name="sieveProcedureEnumType">
<restriction base="string">
<enumeration value="wet"/>
<enumeration value="dry"/>
<enumeration value="none"/>
<enumeration value="unknown"/>
</restriction>
</simpleType>
<complexType name="WaxDensityMeasureType">
<simpleContent>
<extension base="diggs:DensityOrUnitWeightMeasureType">
<attribute name="howDetermined" type="diggs:DescriptorMethodEnumType"/>
</extension>
</simpleContent>
</complexType>
<element name="CasagrandeTrial" type="diggs:CasagrandeTrialType"
substitutionGroup="diggs:AbstractProcedureTrial">
<annotation>
<documentation>An object containing properites for a Casagrande liquid limit trial as part of an Atterberg test procedure.</documentation>
</annotation>
</element>
<complexType name="CasagrandeTrialPropertyType">
<sequence>
<element maxOccurs="1" ref="diggs:CasagrandeTrial"/>
</sequence>
</complexType>
<complexType name="CasagrandeTrialType">
<complexContent>
<extension base="diggs:AbstractProcedureTrialType">
<sequence>
<element minOccurs="0" name="trialNo" type="positiveInteger"/>
<element minOccurs="0" name="isManual" type="boolean">
<annotation>
<documentation>True if the liquid limit device is manual crank, false if
motorized</documentation>
</annotation>
</element>
<element minOccurs="1" name="blowCount" type="positiveInteger">
<annotation>
<documentation>The number of drops of the brass cup needed to close the
groove in the sample </documentation>
</annotation>
</element>
<element name="waterContent" type="diggs:WaterContentMeasureType">
<annotation>
<documentation>Moisture content for this trial</documentation>
</annotation>
</element>
</sequence>
</extension>
</complexContent>
</complexType>
<element name="FallConeTrial" type="diggs:FallConeTrialType"
substitutionGroup="diggs:AbstractProcedureTrial">
<annotation>
<documentation>An object containing properites for a Fall Cone liquid limit trial as part of an Atterberg test procedure.</documentation>
</annotation>
</element>
<complexType name="FallConeTrialPropertyType">
<sequence>
<element maxOccurs="1" ref="diggs:FallConeTrial"/>
</sequence>
</complexType>
<complexType name="FallConeTrialType">
<complexContent>
<extension base="diggs:AbstractProcedureTrialType">
<sequence>
<element minOccurs="0" name="trialNo" type="positiveInteger"/>
<element minOccurs="1" name="penetration" type="eml:LengthMeasure">
<annotation>
<documentation>The distance fall cone penetrated soil sample in this
trial </documentation>
</annotation>
</element>
<element name="waterContent" type="diggs:WaterContentMeasureType">
<annotation>
<documentation>Moisture content for this trial</documentation>
</annotation>
</element>
</sequence>
</extension>
</complexContent>
</complexType>
<element name="PlasticLimitTrial" type="diggs:PlasticLimitTrialType"
substitutionGroup="diggs:AbstractProcedureTrial">
<annotation>
<documentation>An object containing properties of a plastic limit trial as part of an Atterberg test procedure.</documentation>
</annotation>
</element>
<complexType name="PlasticLimitTrialType">
<complexContent>
<extension base="diggs:AbstractProcedureTrialType">
<sequence>
<element minOccurs="0" name="trialNo" type="positiveInteger"/>
<element minOccurs="0" name="isManual" type="boolean">
<annotation>
<documentation>True if thread rollout is done manually, false if
otherwise</documentation>
</annotation>
</element>
<element name="waterContent" type="diggs:WaterContentMeasureType">
<annotation>
<documentation>Moisture content for this trial</documentation>
</annotation>
</element>
</sequence>
</extension>
</complexContent>
</complexType>
<complexType name="PlasticLimitTrialPropertyType">
<sequence>
<element maxOccurs="1" ref="diggs:PlasticLimitTrial"/>
</sequence>
</complexType>
<element name="ShrinkageLimitTrial" type="diggs:ShrinkageLimitTrialType">
<annotation>
<documentation>An object containing properties of a shrinkage limit trial as part of an Atterberg test procedure.</documentation>
</annotation>
</element>
<complexType name="ShrinkageLimitTrialType">
<complexContent>
<extension base="diggs:AbstractObjectType">
<sequence>
<element minOccurs="0" name="trialNo" type="positiveInteger"/>
<element name="waterContentWetSoil" type="diggs:WaterContentMeasureType">
<annotation>
<documentation>Moisture content for the wet soil paste</documentation>
</annotation>
</element>
<element name="volumeWetSoil" type="eml:VolumeMeasure"/>
<element name="volumeDrySoil" type="eml:VolumeMeasure"/>
<element name="massDrySoil" type="diggs:DiggsMassMeasureType"/>
</sequence>
</extension>
</complexContent>
</complexType>
<complexType name="ShrinkageLimitTrialPropertyType">
<sequence>
<element maxOccurs="1" ref="diggs:ShrinkageLimitTrial"/>
</sequence>
</complexType>
<simpleType name="AtterbergInitialConditionEnumType">
<union>
<simpleType>
<restriction base="string">
<enumeration value="Wet"/>
<enumeration value="Dry (air)"/>
<enumeration value="Dry (oven <60degC)"/>
</restriction>
</simpleType>
<simpleType>
<restriction base="string">
<pattern value="other:\w{2,}"/>
</restriction>
</simpleType>
</union>
</simpleType>
<element abstract="false" name="CompressionIncrement"
substitutionGroup="diggs:AbstractProcedureTrial" type="diggs:CompressionIncrementType">
<annotation>
<documentation>An object containing properties of a single compression increment within an unconfined compressive strength test procedure.</documentation>
</annotation>
</element>
<complexType name="CompressionIncrementPropertyType">
<annotation>
<documentation>Property type for unconfined compression increments</documentation>
</annotation>
<sequence>
<element maxOccurs="1" minOccurs="1" ref="diggs:CompressionIncrement"/>
</sequence>
</complexType>
<complexType name="CompressionIncrementType">
<annotation>
<documentation/>
</annotation>
<complexContent>
<extension base="diggs:AbstractProcedureTrialType">
<sequence>
<element minOccurs="0" name="elapsedTime" type="eml:TimeMeasure">
<annotation>
<documentation>Time since the initiation of this test
stage.</documentation>
</annotation>
</element>
<element minOccurs="0" name="loadDialReading" type="diggs:DiggsStringType"/>
<element minOccurs="0" name="axialLoad" type="eml:ForceMeasure">
<annotation>
<documentation>Load applied to the top of the sample</documentation>
</annotation>
</element>
<element minOccurs="0" name="strainDialReading" type="diggs:DiggsStringType"/>
<element minOccurs="1" name="totalStrain" type="eml:LengthPerLengthMeasure">
<annotation>
<documentation>Strain deflection of sample under load</documentation>
</annotation>
</element>
<element minOccurs="0" name="unitStrain" type="diggs:DiggsStringType">
<annotation>
<documentation>strain per unit length? Units?</documentation>
</annotation>
</element>
<element minOccurs="0" name="correctedArea" type="eml:AreaMeasure">
<annotation>
<documentation>corrected surface area of the sample</documentation>
</annotation>
</element>
<element minOccurs="1" name="stress" type="eml:PressureMeasure">
<annotation>
<documentation>Total stress on the sample computed using corrected
area</documentation>
</annotation>
</element>
</sequence>
</extension>
</complexContent>
</complexType>
<element name="DsConConsolidationIncrement" type="diggs:DSConConsoiidationIncrementType">
<annotation>
<documentation>An object containing properties of a single consolidation increment within loading increment of a direct shear test procedure.</documentation>
</annotation>
</element>
<complexType name="DSConConsolidationIncrementPropertyType">
<sequence>
<element ref="diggs:DsConConsolidationIncrement"/>
</sequence>
</complexType>
<complexType block="" name="DSConConsoiidationIncrementType">
<complexContent>
<extension base="diggs:AbstractProcedureTrialType">
<sequence>
<element minOccurs="1" name="elapsedTime" type="eml:TimeMeasure">
<annotation>
<documentation>Elapsed time since the beginning of the loading
increment</documentation>
</annotation>
</element>
<element minOccurs="1" name="axialDeformation" type="eml:LengthMeasure">
<annotation>
<documentation>Deformation of sample as recorded on the deformation
monitor</documentation>
</annotation>
</element>
</sequence>
</extension>
</complexContent>
</complexType>
<element name="DirectShearConsolidationLoadingIncrement"
type="diggs:DirectShearConsolidationTrialType">
<annotation>
<documentation>An object containing properties of a consolidation loading increment of a direct shear test procedure.</documentation>
</annotation>
</element>
<complexType name="ConsolidationLoadingIncrementPropertyType">
<sequence>
<element ref="diggs:DirectShearConsolidationLoadingIncrement"/>
</sequence>
</complexType>
<complexType name="DirectShearConsolidationTrialType">
<complexContent>
<extension base="diggs:AbstractProcedureTrialType">
<sequence>
<element minOccurs="1" name="appliedLoad" type="eml:ForceMeasure">
<annotation>
<documentation>Load applied for this consolidation loading
increment</documentation>
</annotation>
</element>
<element maxOccurs="unbounded" minOccurs="0" name="consolidationIncrement"
type="diggs:DSConConsolidationIncrementPropertyType">
<annotation>
<documentation>Elapsed time and deformation recorded during this loading
increment</documentation>
</annotation>
</element>
<element minOccurs="1" name="finalNormalDisplacement" type="eml:LengthMeasure">
<annotation>
<documentation>Normal deformation of the sample at the end of the
loading increment</documentation>
</annotation>
</element>
<element minOccurs="1" ref="diggs:timeInterval"/>
</sequence>
</extension>
</complexContent>
</complexType>
<element abstract="false" name="DirectShearTest"
substitutionGroup="diggs:AbstractLaboratoryTestProcedure" type="diggs:DirectShearTestType">
<annotation>
<documentation>An object describing a direct shear test procedure. The direct shear test, also known as a shearbox test, is used for
determination of the consolidated drained (or undrained) shear strength of soils.
The test is performed by deforming a specimen at a controlled rate on or near a
single shear plane.</documentation>
</annotation>
</element>
<element abstract="false" name="DirectShearTestIncrement"
substitutionGroup="diggs:AbstractObject" type="diggs:DirectShearTestIncrementType">
<annotation>
<documentation>An object containing properties of a single trial within a direct shear test procedure.</documentation>
</annotation>
</element>
<complexType name="DirectShearTestIncrementPropertyType">
<annotation>
<documentation>Property for DirectShearTestTrials, required parent element that holds
the multiple trials.</documentation>
</annotation>
<sequence>
<element maxOccurs="1" minOccurs="1" ref="diggs:DirectShearTestIncrement"/>
</sequence>
</complexType>
<complexType name="DirectShearTestType">
<annotation>
<documentation>Base type for DirectShearTest</documentation>
</annotation>
<complexContent>
<extension base="diggs:AbstractLaboratoryTestProcedureType">
<sequence>
<element minOccurs="0" name="areaShearBox" type="eml:AreaMeasure">
<annotation>
<documentation>Cross-sectional area of the shear box</documentation>
</annotation>
</element>
<element maxOccurs="unbounded" minOccurs="0"
name="consolidationLoadingIncrement"
type="diggs:ConsolidationLoadingIncrementPropertyType"/>
<element default="false" minOccurs="0" name="directShearTestType"
type="gml:CodeType">
<annotation>
<documentation>Type of shear box test; intended to come from a
controlled list.</documentation>
</annotation>
</element>
<element minOccurs="0" name="displacementRatePeakStressStage"
type="diggs:LengthPerTimeMeasureType">
<annotation>
<documentation>Displacement rate during the peak stress stage of
shearing.</documentation>
</annotation>
</element>
<element minOccurs="0" name="displacementRateResidualStressStage"
type="diggs:LengthPerTimeMeasureType">
<annotation>
<documentation>Displacement rate during the residual stress stage of
shearing.</documentation>
</annotation>
</element>
<element minOccurs="0" name="failureCriteria" type="gml:CodeType">
<annotation>
<documentation>Failure/residual strength criterion used.</documentation>
</annotation>
</element>
<element minOccurs="0" name="HorizDisplPeakShear" type="eml:LengthMeasure">
<annotation>
<documentation>Horizontal displacement at peak shear
stress.</documentation>
</annotation>
</element>
<element minOccurs="0" name="HorizDisplResidualShear" type="eml:LengthMeasure">
<annotation>
<documentation>Horizontal displacement at residual shear
stress.</documentation>
</annotation>
</element>
<element minOccurs="0" name="normalForcePriorToShearing" type="eml:ForceMeasure">
<annotation>
<documentation>Normal (or axial) load on specimen following final
consolidation increment prior to shearing.</documentation>
</annotation>
</element>
<element minOccurs="0" name="normalStressApplied" type="eml:PressureMeasure">
<annotation>
<documentation>Normal stress applied to specimen.</documentation>
</annotation>
</element>
<element minOccurs="0" name="peakShearStress" type="eml:PressureMeasure">
<annotation>
<documentation>Peak shear stress during this trial.</documentation>
</annotation>
</element>
<element minOccurs="0" name="relativeLaterallDisplacementPriorToShearing"
type="eml:LengthPerLengthMeasure">
<annotation>
<documentation>Relative lateral displacement (as a percentage of
specimen diameter) of specimen following final consolidation
increment prior to shearing.</documentation>
</annotation>
</element>
<element minOccurs="0" name="residualShearStress" type="eml:PressureMeasure">
<annotation>
<documentation>Residual shear stress during this trial.</documentation>
</annotation>
</element>
<element minOccurs="0" name="shearForcePriorToShearing" type="eml:ForceMeasure">
<annotation>
<documentation>Initial shear force on specimen following final
consolidation increment prior to shearing.</documentation>
</annotation>
</element>
<element minOccurs="0" name="verticalDisplacementPriorToShearing"
type="eml:LengthMeasure">
<annotation>
<documentation>Normal displacement of specimen following final
consolidation increment prior to shearing</documentation>
</annotation>
</element>
<element minOccurs="0" name="VertDisplPeakShear" type="eml:LengthMeasure">
<annotation>
<documentation>Vertical displacement at peak shear
stress.</documentation>
</annotation>
</element>
<element minOccurs="0" name="VertDisplResidualShear" type="eml:LengthMeasure">
<annotation>
<documentation>Vertical displacement at residual shear
stress.</documentation>
</annotation>
</element>
<element maxOccurs="unbounded" minOccurs="0"
name="shearingIncrementPeakStressStage"
type="diggs:DirectShearTestIncrementPropertyType"/>
<element maxOccurs="unbounded" minOccurs="0"
name="shearingIncrementResidualStressStage"
type="diggs:DirectShearTestIncrementPropertyType"/>
</sequence>
</extension>
</complexContent>
</complexType>
<complexType name="DirectShearTestIncrementType">
<annotation>
<documentation/>
</annotation>
<complexContent>
<extension base="diggs:AbstractProcedureTrialType">
<sequence>
<element minOccurs="1" name="elapsedTime" type="eml:TimeMeasure">
<annotation>
<documentation>Shear force applied for shearing
increment.</documentation>
</annotation>
</element>
<element minOccurs="0" name="normalForce" type="eml:ForceMeasure">
<annotation>
<documentation>Normal force measured.</documentation>
</annotation>
</element>
<element minOccurs="0" name="normalStress" type="eml:PressureMeasure">
<annotation>
<documentation>Normal stress computed.</documentation>
</annotation>
</element>
<element minOccurs="0" name="shearForce" type="eml:ForceMeasure">
<annotation>
<documentation>Shear force applied for shearing
increment.</documentation>
</annotation>
</element>
<element minOccurs="0" name="shearStress" type="eml:PressureMeasure">
<annotation>
<documentation>Shear stress computed for shearing
increment.</documentation>
</annotation>
</element>
<element minOccurs="0" name="lateralDisplacement" type="eml:LengthMeasure">
<annotation>
<documentation>Lateral displacement of specimen.</documentation>
</annotation>
</element>
<element minOccurs="0" name="relativeLateralDisplacement"
type="eml:LengthPerLengthMeasure">
<annotation>
<documentation>Relative lateral displacement expressed as a percentage
of the specimen. diameter</documentation>
</annotation>
</element>
<element minOccurs="0" name="verticalDisplacement" type="eml:LengthMeasure">
<annotation>
<documentation>Vertical displacement of the specimen</documentation>
</annotation>
</element>
</sequence>
</extension>
</complexContent>
</complexType>
<element name="DrivenPenetrationTest" type="diggs:DrivenPenetrationTestType" abstract="false"
substitutionGroup="diggs:AbstractInsituTestProcedure">
<annotation>
<documentation>An object describing a driven penetration test procedure. The Driven Penetration Test includes all methods that involve driving a
rod (with or without a sampler) by impact hammer. The most common test of this type
inclue the Standard Penetration Test and the Becker Hammer Test.</documentation>
</annotation>
</element>
<complexType name="DrivenPenetrationTestType">
<annotation>
<documentation/>
</annotation>
<complexContent>
<extension base="diggs:AbstractInsituTestProcedureType">
<sequence>
<element name="penetrationTestType" type="gml:CodeType">
<annotation>
<documentation>Type of penetration test performed, e.g. Standard
Penetration Test, Becker Hammer Test, etc.</documentation>
</annotation>
</element>
<element name="hammerType" type="gml:CodeType" minOccurs="0">
<annotation>
<documentation>The type of hammer used for the sampling and penetration,
including the mechanism used to lift and drop the hammer assembly.
Additional details about the sampler (e.g. cathead diameter, number
of turns, etc) can be mapped to the equipment
object.</documentation>
</annotation>
</element>
<element name="hammerMass" type="diggs:DiggsMassMeasureType" minOccurs="0">
<annotation>
<documentation>The hammer mass used to drive the
sampler.</documentation>
</annotation>
</element>
<element name="hammerDropHeight" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>The hammer drop height.</documentation>
</annotation>
</element>
<element name="hammerEfficiency" type="eml:DimensionlessMeasure" minOccurs="0">
<annotation>
<documentation>A description of the energy efficiency of the
hammer.</documentation>
</annotation>
</element>
<element name="samplerLength" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>The length of the sampler barrel.</documentation>
</annotation>
</element>
<element name="samplerInternalDiameter" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>The inside diameter of the sampler.</documentation>
</annotation>
</element>
<element name="samplerLinerDescription" type="diggs:DiggsStringType"
minOccurs="0">
<annotation>
<documentation>A description of the liner, if used.</documentation>
</annotation>
</element>
<element name="samplerRetainerDescription" type="diggs:DiggsStringType"
minOccurs="0">
<annotation>
<documentation>A description of the basket retainer, if
used.</documentation>
</annotation>
</element>
<element name="rodType" type="gml:CodeType" minOccurs="0">
<annotation>
<documentation>The type of sampling rods used for
penetration.</documentation>
</annotation>
</element>
<element name="rodExternalDiameter" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>The external diameter of the sampling
rods.</documentation>
</annotation>
</element>
<element name="rodSectionLength" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>The drive rod weight per unit length.</documentation>
</annotation>
</element>
<element name="rodWeight" type="eml:ForcePerLengthMeasure" minOccurs="0">
<annotation>
<documentation>The drive rod weight per unit length.</documentation>
</annotation>
</element>
<element name="depthCasing" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>Casing depth at time of test</documentation>
</annotation>
</element>
<element name="selfWeightPenetration" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>The distance the sampler penetrates the soil under its
own weight before applying hammer blows</documentation>
</annotation>
</element>
<element name="waterDepth" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>Depth to water at time of test.</documentation>
</annotation>
</element>
<element name="totalPenetration" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>Total distance the sampler penetrated the soil following
completion of the procedure</documentation>
</annotation>
</element>
<element maxOccurs="unbounded" minOccurs="0" name="driveSet"
type="diggs:DriveSetPropertyType"/>
</sequence>
</extension>
</complexContent>
</complexType>
<element name="DriveSet" type="diggs:DriveSetType" abstract="false"
substitutionGroup="diggs:AbstractComponentObjectBase">
<annotation>
<documentation>An object containing properties that capturea blow counts for tests where samplers
or instruments are driven by impact methods.</documentation>
</annotation>
</element>
<complexType name="DriveSetType">
<annotation>
<documentation>Base type for DriveSet object.</documentation>
</annotation>
<complexContent>
<extension base="diggs:AbstractComponentObjectBaseType">
<sequence>
<element maxOccurs="unbounded" minOccurs="0" name="remark"
type="diggs:RemarkPropertyType">
<annotation>
<documentation>Any comment or remark associated with this specific
feature, the person or organization making the comment, and the time
comment was made.Any comment or remark associated with this specific
feature, the person or organization making the comment, and the time
comment was made.</documentation>
</annotation>
</element>
<element name="index" type="positiveInteger">
<annotation>
<documentation>An integer that indicates the location of the drive set.
The first or seating drive of a test would be assigned an index of
1, the next drive set an index of 2, etc. An index of 1 should only
be used for the seating drive.</documentation>
</annotation>
</element>
<element name="blowCount" type="nonNegativeInteger">
<annotation>
<documentation>An integer value of the number of hammer blows in this
drive set.</documentation>
</annotation>
</element>
<element name="penetration" type="eml:LengthMeasure">
<annotation>
<documentation>The distance the sampler is driven into the soil in this
drive set.</documentation>
</annotation>
</element>
<element name="delay" type="diggs:DelayEventPropertyType" minOccurs="0">
<annotation>
<documentation>Duration of delay before increment
started.</documentation>
</annotation>
</element>
<element name="torque" type="eml:MomentOfForceMeasure" minOccurs="0">
<annotation>
<documentation>Maximum torque required to rotate rods.</documentation>
</annotation>
</element>
</sequence>
</extension>
</complexContent>
</complexType>
<complexType name="DriveSetPropertyType">
<annotation>
<documentation>This is the property that contains the DriveSet object(s). It is needed
to satisfy the GML object-property rule when DriveSet is used as an element in
another test.</documentation>
</annotation>
<sequence>
<element ref="diggs:DriveSet" minOccurs="1" maxOccurs="1"/>
</sequence>
</complexType>
<element name="DynamicProbeTest" type="diggs:DynamicProbeTestType" abstract="false"
substitutionGroup="diggs:AbstractInsituTestProcedure">
<annotation>
<documentation>An object describing a driven penetration test procedure. The Driven Penetration Test includes all methods that involve driving a
rod (with or without a sampler) by impact hammer. The most common test of this type
inclue the Standard Penetration Test and the Becker Hammer Test.</documentation>
</annotation>
</element>
<complexType name="DynamicProbeTestType">
<annotation>
<documentation/>
</annotation>
<complexContent>
<extension base="diggs:AbstractInsituTestProcedureType">
<sequence>
<element name="penetrationTestType" type="gml:CodeType">
<annotation>
<documentation>Type of penetration test performed.</documentation>
</annotation>
</element>
<element name="hammerType" type="gml:CodeType" minOccurs="0">
<annotation>
<documentation>The type of hammer used for the sampling and penetration,
including the mechanism used to lift and drop the hammer assembly.
Additional details about the sampler (e.g. cathead diameter, number
of turns, etc) can be mapped to the equipment
object.</documentation>
</annotation>
</element>
<element name="hammerMass" type="eml:MassMeasure" minOccurs="0">
<annotation>
<documentation>The hammer mass used to drive the
sampler.</documentation>
</annotation>
</element>
<element name="hammerDropHeight" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>The hammer drop height.</documentation>
</annotation>
</element>
<element name="hammerEfficiency" type="eml:DimensionlessMeasure" minOccurs="0">
<annotation>
<documentation>A description of the energy efficiency of the
hammer. Also known as energy ratio.</documentation>
</annotation>
</element>
<element name="samplerLength" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>The length of the sampler barrel.</documentation>
</annotation>
</element>
<element name="samplerInternalDiameter" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>The inside diameter of the sampler.</documentation>
</annotation>
</element>
<element name="samplerLinerDescription" type="diggs:DiggsStringType"
minOccurs="0">
<annotation>
<documentation>A description of the liner, if used.</documentation>
</annotation>
</element>
<element name="samplerRetainerDescription" type="diggs:DiggsStringType"
minOccurs="0">
<annotation>
<documentation>A description of the basket retainer, if
used.</documentation>
</annotation>
</element>
<element name="rodType" type="gml:CodeType" minOccurs="0">
<annotation>
<documentation>The type of sampling rods used for
penetration.</documentation>
</annotation>
</element>
<element name="rodExternalDiameter" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>The external diameter of the sampling
rods.</documentation>
</annotation>
</element>
<element name="rodSectionLength" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>The drive rod weight per unit length.</documentation>
</annotation>
</element>
<element name="rodWeight" type="eml:ForcePerLengthMeasure" minOccurs="0">
<annotation>
<documentation>The drive rod weight per unit length.</documentation>
</annotation>
</element>
<element name="depthCasing" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>Casing depth at time of test</documentation>
</annotation>
</element>
<element name="selfWeightPenetration" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>The distance the sampler penetrates the soil under its
own weight before applying hammer blows</documentation>
</annotation>
</element>
<element name="waterDepth" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>Depth to water at time of test.</documentation>
</annotation>
</element>
<element name="totalPenetration" type="eml:LengthMeasure" minOccurs="0">
<annotation>
<documentation>Total distance the sampler penetrated the soil following
completion of the procedure</documentation>
</annotation>
</element>
</sequence>
</extension>
</complexContent>
</complexType>
<element name="FlatPlateDilatometerTest" substitutionGroup="diggs:AbstractInsituTestProcedure"
type="diggs:FlatPlateDilatometerTestType">
<annotation>
<documentation>An object describing a flat plate dilatometer test procedure. This test consists of forcing the dilatometer blade into the soil, with
the membrane facing the horizontal direction, to a desired test penetration,
measuring the thrust to accomplish this penetration and then using gas pressure to
expand a circular steel membrane located on one side of the blade. The operator
measures and records the pressure required to produce expansion of the membrane into
the soil at two preset deflections. The operator then deflates the membrane,
possibly recording an optional third measurement, advances the blade the desired
penetration increment and repeats the test. </documentation>
</annotation>
</element>
<complexType name="FlatPlateDilatometerTestType">
<complexContent>
<extension base="diggs:AbstractInsituTestProcedureType">
<sequence>
<element minOccurs="0" name="bladeThickness" type="eml:LengthMeasure"/>
<element minOccurs="0" name="bladeWidth" type="eml:LengthMeasure"/>
<element minOccurs="0" name="deltaA" type="eml:PressureMeasure">
<annotation>
<documentation>The gauge gas pressure inside the membrane (corrected for
Zm) required to overcome the stiffness of the membrane and move it
inward to a center-expansion of 0.05 mm (a negative gauge or suction
pressure, but recorded as positive) with only ambient atmospheric
pressure acting externally. </documentation>
</annotation>
</element>
<element minOccurs="0" name="deltaB" type="eml:PressureMeasure">
<annotation>
<documentation>The gauge gas pressure inside the membrane (corrected for
Zm) required to overcome the stiffness of the membrane and move it
outward to a center-expansion of 1.10 mm against only the ambient
atmospheric pressure. </documentation>
</annotation>
</element>
<element minOccurs="0" name="membraneType" type="gml:CodeType">
<annotation>
<documentation>The type of thin flat dilatometer circular steel membrane
used for testing. Typical types include soft, standard and
hard.</documentation>
</annotation>
</element>
<element minOccurs="0" name="frictionReducerDiameter" type="eml:LengthMeasure">
<annotation>
<documentation>The diameter of the friction reducer.</documentation>
</annotation>
</element>
<element minOccurs="0" name="frictionReducerLocation" type="eml:LengthMeasure">
<annotation>
<documentation>The distance of the friction reducer relative to the
center of the dilatometer membrane.</documentation>
</annotation>
</element>
<element minOccurs="0" name="rodDiameter" type="eml:LengthMeasure"/>
<element minOccurs="0" name="rodLinearWeight" type="eml:ForcePerLengthMeasure"/>
<element minOccurs="0" name="zm" type="eml:PressureMeasure">
<annotation>
<documentation>The gauge pressure deviation from zero when vented to
atmospheric pressure (an offset used to correct pressure readings to
the true gauge pressure). </documentation>
</annotation>
</element>
</sequence>
</extension>
</complexContent>
</complexType>
<element name="InsituCBRTest" type="diggs:InsituCBRTestType" abstract="false"
substitutionGroup="diggs:AbstractInsituTestProcedure">
<annotation>
<documentation>An object describing an in-situ California bearing ratio test procedure. The California bearing ratio (CBR) is a penetration test for evaluation
of the mechanical strength of road subgrades and basecourses. The test is performed
by measuring the pressure required to penetrate a soil sample with a plunger of
standard area. The measured pressure is then divided by the pressure required to
achieve an equal penetration on a standard crushed rock material.</documentation>
</annotation>
</element>