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Crete new ConsolidationTest in Diggs namespace, deprecate diggs_geo v…
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@dponti
dponti committed Nov 4, 2024
1 parent f882d4c commit 6ddbe93
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6 changes: 3 additions & 3 deletions BetaProcedures.xsd
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<complexContent>
<extension base="diggs:AbstractObjectType">
<sequence>
<element name="trialNo" type="integer" minOccurs="0">
<element name="trialNo" type="positiveInteger" minOccurs="0">
<annotation>
<documentation>Pressuremeter loading or reloading cycle.</documentation>
</annotation>
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<complexContent>
<extension base="diggs:AbstractObjectType">
<sequence>
<element name="trialNo" type="integer" minOccurs="0">
<element name="trialNo" type="positiveInteger" minOccurs="0">
<annotation>
<documentation>The count of the test cycle</documentation>
</annotation>
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<complexContent>
<extension base="diggs:AbstractObjectType">
<sequence>
<element name="trialNo" type="integer" minOccurs="0">
<element name="trialNo" type="positiveInteger" minOccurs="0">
<annotation>
<documentation>The count of the test cycle</documentation>
</annotation>
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143 changes: 143 additions & 0 deletions Diggs_geo_deprecated.xsd
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</extension>
</complexContent>
</complexType>

<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>
<element abstract="false" name="ConsolidationTestTrial" substitutionGroup="diggs:AbstractObject"
type="diggs_geo:ConsolidationTestTrialType">
<annotation>
<documentation>An object containing properties of a trial within an consolidation test procedure.</documentation>
</annotation>
</element>
<complexType name="ConsolidationTestTrialPropertyType">
<annotation>
<documentation>Property for ConsolidationTestTrials, required parent element that holds
the multiple trials.</documentation>
</annotation>
<sequence>
<element maxOccurs="1" minOccurs="1" ref="diggs_geo:ConsolidationTestTrial"/>
</sequence>
</complexType>
<complexType name="ConsolidationTestTrialType">
<complexContent>
<extension base="diggs:AbstractProcedureTrialType">
<sequence>
<element minOccurs="0" name="averageTemperature"
type="eml:ThermodynamicTemperatureMeasure">
<annotation>
<documentation>Average temperature over loading
increment</documentation>
</annotation>
</element>
<element minOccurs="1" name="appliedLoad" type="eml:PressureMeasure">
<annotation>
<documentation>Load applied for this consolidation loading
increment</documentation>
</annotation>
</element>
<element minOccurs="1" name="loadingStess" type="eml:PressureMeasure">
<annotation>
<documentation>Load applied for this consolidation loading
increment</documentation>
</annotation>
</element>
<element maxOccurs="unbounded" minOccurs="0" name="consolidationIncrement"
type="diggs_geo:DSConConsoiidationIncrementType">
<annotation>
<documentation>Elapsed time and deformation recorded during this loading
increment</documentation>
</annotation>
</element>
<element minOccurs="1" name="finalaxialDeformation" type="eml:LengthMeasure">
<annotation>
<documentation>Normal deformation of the sample at the end of the
loading increment</documentation>
</annotation>
</element>
<element minOccurs="0" name="finalStess" type="eml:PressureMeasure">
<annotation>
<documentation>Loading stress measured at end of loading
increment</documentation>
</annotation>
</element>
<element minOccurs="0" ref="diggs:timeInterval"/>
<element minOccurs="0" name="coefficientOfConsolidation" type="double">
<annotation>
<documentation>Coefficient of consolidation for this stress
increment.</documentation>
</annotation>
</element>
<element minOccurs="0" name="coefficientOfSecondaryCompression" type="double">
<annotation>
<documentation>Coefficient of secondary compression over stress
increment</documentation>
</annotation>
</element>
<element minOccurs="0" name="coefficientTertiaryCompression" type="double">
<annotation>
<documentation>Coefficient of tertiary compression over stress
increment</documentation>
</annotation>
</element>
<element minOccurs="0" name="coefficientOfVolumeCompressibility" type="double">
<annotation>
<documentation>Reported coefficient of volume compressibility over
stress increment</documentation>
</annotation>
</element>
</sequence>
</extension>
</complexContent>
</complexType>
<complexType name="ConsolidationTestType">
<annotation>
<documentation>Base type for ConsolidationTest</documentation>
</annotation>
<complexContent>
<extension base="diggs:AbstractLaboratoryTestProcedureType">
<sequence>
<element default="false" minOccurs="0" name="consolidationTestType"
type="gml:CodeType">
<annotation>
<documentation>Type of consolidation test. (eg. Method A or Method B);
intended to come from a controlled list of terms.</documentation>
</annotation>
</element>
<element minOccurs="0" name="estimatedPreConsolidationStress"
type="eml:PressureMeasure"/>
<element minOccurs="0" name="initialHeightChange" type="eml:LengthPerLengthMeasure">
<annotation>
<documentation>Height change of specimen on saturation, or flooding as
percentage of original height</documentation>
</annotation>
</element>
<element default="false" minOccurs="0" name="interpretationProcedure"
type="gml:CodeType">
<annotation>
<documentation>Interpretation procedure (1 or 2 or both) used to compute
coefficient of consolidation; intended to come from a controlled
list.</documentation>
</annotation>
</element>
<element minOccurs="0" name="swellingPressure" type="eml:PressureMeasure">
<annotation>
<documentation>Swelling pressure.</documentation>
</annotation>
</element>
<element maxOccurs="unbounded" minOccurs="0" name="loadingIncrement"
type="diggs_geo:ConsolidationTestTrialPropertyType"/>
</sequence>
</extension>
</complexContent>
</complexType>



</schema>
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