Merge pull request #583 from larswik/feature/BookA-Pset_GeoObsBorehol…

…eGeoPhysicalInterval BookA-Pset_GeoObsBoreholeGeophysicalInterval
bSI-InfraRoom · May 31, 2024 · a84d249 · a84d249
2 parents 06d35e9 + 575e5b0
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diff --git a/IFC4x3/Properties/d/DryBulkDensity_0nEw_cmQP96hsnDkHk7anm/DocProperty.xml b/IFC4x3/Properties/d/DryBulkDensity_0nEw_cmQP96hsnDkHk7anm/DocProperty.xml
@@ -0,0 +1,3 @@
+<?xml version="1.0" encoding="utf-8"?>
+<DocProperty xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" id="DryBulkDensity_0nEw_cmQP96hsnDkHk7anm" Name="DryBulkDensity" UniqueId="313bafa6-c1a6-491a-bdb1-36e46e1e4c70" PrimaryDataType="IfcMassDensityMeasure" />
+
diff --git a/IFC4x3/Properties/d/DryBulkDensity_0nEw_cmQP96hsnDkHk7anm/Documentation.md b/IFC4x3/Properties/d/DryBulkDensity_0nEw_cmQP96hsnDkHk7anm/Documentation.md
@@ -0,0 +1 @@
+Ratio of the mass of the solid to the unit total volume (dry material).
diff --git a/IFC4x3/Properties/e/Emodulus_0Tfz4hnAXCMOBE9sK0qAiG/DocProperty.xml b/IFC4x3/Properties/e/Emodulus_0Tfz4hnAXCMOBE9sK0qAiG/DocProperty.xml
@@ -0,0 +1,3 @@
+<?xml version="1.0" encoding="utf-8"?>
+<DocProperty xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" Name="Emodulus" UniqueId="1da7d12b-c4a8-4c59-82ce-276500d0ab10" PrimaryDataType="IfcModulusOfElasticityMeasure" />
+
diff --git a/IFC4x3/Properties/e/Emodulus_0Tfz4hnAXCMOBE9sK0qAiG/Documentation.md b/IFC4x3/Properties/e/Emodulus_0Tfz4hnAXCMOBE9sK0qAiG/Documentation.md
@@ -0,0 +1 @@
+The elastic modulus (E-modulus) is a measure of the ground stiffness, describing the extent to which a material resists deformation in response to an applied force. It is defined as the ratio of the stress along an axis to the strain along that axis in the range of elastic behaviour. This property can be measured directly or derived with correlations from many different types of laboratory and in-situ test methods and is used in constitutive models for soil and rock. Many alternative and corresponding parameters describe the ground stiffness, including elastic and plastic behaviour and depending on strain (non-linear behavior), loading/unloading conditions, dynamic/static conditions, drained/undrained conditions. Such specific parameters can be defined in IFC models with custom property sets depending on the exchange scenario (e.g. for specific test results or geomechanical properties of interpreted models and materials).
diff --git a/IFC4x3/Properties/g/GammaRay_0uQOo2p7L7gfdVTXwVzLwb/DocProperty.xml b/IFC4x3/Properties/g/GammaRay_0uQOo2p7L7gfdVTXwVzLwb/DocProperty.xml
@@ -0,0 +1,3 @@
+<?xml version="1.0" encoding="utf-8"?>
+<DocProperty xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" id="GammaRay_0uQOo2p7L7gfdVTXwVzLwb" Name="GammaRay" UniqueId="38698c82-cc75-47aa-99df-761e9ff55ea5" PrimaryDataType="IfcReal" />
+
diff --git a/IFC4x3/Properties/g/GammaRay_0uQOo2p7L7gfdVTXwVzLwb/Documentation.md b/IFC4x3/Properties/g/GammaRay_0uQOo2p7L7gfdVTXwVzLwb/Documentation.md
@@ -0,0 +1 @@
+Naturally occurring gamma radiation which characterizes the rock or sediment in a borehole or drill hole, measured by a gamma ray logging.
diff --git a/IFC4x3/Properties/g/GroundwaterTemperature_1yT1x2XOr6Bg_KMIHEoIuA/DocProperty.xml b/IFC4x3/Properties/g/GroundwaterTemperature_1yT1x2XOr6Bg_KMIHEoIuA/DocProperty.xml
@@ -1,3 +1,3 @@
 <?xml version="1.0" encoding="utf-8"?>
-<DocProperty xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" id="GroundwaterTemperature_1yT1x2XOr6Bg_KMIHEoIuA" Name="GroundwaterTemperature" UniqueId="7c741ec2-858d-462e-af94-59244ec92e0a" PrimaryDataType="IfcThermodynamicTemperatureMeasure" />
+<DocProperty xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" Name="GroundwaterTemperature" UniqueId="7c741ec2-858d-462e-af94-59244ec92e0a" PrimaryDataType="IfcThermodynamicTemperatureMeasure" />
 
diff --git a/IFC4x3/Properties/h/HoleDiameter_2CRBoJG6P9xwWyupBQZ76M/DocProperty.xml b/IFC4x3/Properties/h/HoleDiameter_2CRBoJG6P9xwWyupBQZ76M/DocProperty.xml
@@ -0,0 +1,3 @@
+<?xml version="1.0" encoding="utf-8"?>
+<DocProperty xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" id="HoleDiameter_2CRBoJG6P9xwWyupBQZ76M" Name="HoleDiameter" UniqueId="8c6cbc93-4066-49ef-a83c-e332da8c7196" PrimaryDataType="IfcPositiveLengthMeasure" />
+
diff --git a/IFC4x3/Properties/h/HoleDiameter_2CRBoJG6P9xwWyupBQZ76M/Documentation.md b/IFC4x3/Properties/h/HoleDiameter_2CRBoJG6P9xwWyupBQZ76M/Documentation.md
@@ -0,0 +1 @@
+Drilled Borehole diameter. Also referred to as "Caliper", continuous measurement of the as-drilled diameter inside the borehole.
diff --git a/IFC4x3/Properties/p/PoissonRatio_2y5cHUFyL0rhO1Q97aJWbg/DocProperty.xml b/IFC4x3/Properties/p/PoissonRatio_2y5cHUFyL0rhO1Q97aJWbg/DocProperty.xml
@@ -0,0 +1,3 @@
+<?xml version="1.0" encoding="utf-8"?>
+<DocProperty xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" Name="PoissonRatio" UniqueId="bc16645e-3fc5-40d6-b601-6891e44e096a" PrimaryDataType="IfcRatioMeasure" />
+
diff --git a/IFC4x3/Properties/p/PoissonRatio_2y5cHUFyL0rhO1Q97aJWbg/Documentation.md b/IFC4x3/Properties/p/PoissonRatio_2y5cHUFyL0rhO1Q97aJWbg/Documentation.md
@@ -0,0 +1 @@
+Ratio between radial/horizontal strain and axial strain of a (geo)material when compressed.
diff --git a/IFC4x3/Properties/s/SpontaneousPotential_0QWHw4BW90SxlAkUg4JefW/DocProperty.xml b/IFC4x3/Properties/s/SpontaneousPotential_0QWHw4BW90SxlAkUg4JefW/DocProperty.xml
@@ -0,0 +1,3 @@
+<?xml version="1.0" encoding="utf-8"?>
+<DocProperty xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" id="SpontaneousPotential_0QWHw4BW90SxlAkUg4JefW" Name="SpontaneousPotential" UniqueId="1a811e84-2e02-4073-bbca-b9ea844e8a60" PrimaryDataType="IfcElectricVoltageMeasure" />
+
diff --git a/IFC4x3/Properties/s/SpontaneousPotential_0QWHw4BW90SxlAkUg4JefW/Documentation.md b/IFC4x3/Properties/s/SpontaneousPotential_0QWHw4BW90SxlAkUg4JefW/Documentation.md
@@ -0,0 +1 @@
+Naturally occurring (static) electrical potential in the Earth. Spontaneous potentials (SP) are usually caused by charge separation in clay or other minerals, by the presence of a semipermeable interface impeding the diffusion of ions through the pore space of rocks, or by natural flow of a conducting fluid (salty water) through the rocks. Variations in SP can be measured in the field and in wellbores to determine variations of ionic concentration in pore fluids of rocks.
diff --git a/IFC4x3/Properties/w/WetBulkDensity_2I9krS8W54Uezs_moDPWYf/DocProperty.xml b/IFC4x3/Properties/w/WetBulkDensity_2I9krS8W54Uezs_moDPWYf/DocProperty.xml
@@ -0,0 +1,3 @@
+<?xml version="1.0" encoding="utf-8"?>
+<DocProperty xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" id="WetBulkDensity_2I9krS8W54Uezs_moDPWYf" Name="WetBulkDensity" UniqueId="9226ed5c-2201-447a-8f76-fb0c8d6608a9" />
+
diff --git a/IFC4x3/Properties/w/WetBulkDensity_2I9krS8W54Uezs_moDPWYf/Documentation.md b/IFC4x3/Properties/w/WetBulkDensity_2I9krS8W54Uezs_moDPWYf/Documentation.md
@@ -0,0 +1 @@
+Ratio of the total mass to the unit total volume (material at its natural moisture content).
diff --git a/...astructureElements/PropertySets/Pset_GeoObsBoreholeGeophysicalInterval/DocPropertySet.xml b/...astructureElements/PropertySets/Pset_GeoObsBoreholeGeophysicalInterval/DocPropertySet.xml
@@ -0,0 +1,17 @@
+<?xml version="1.0" encoding="utf-8"?>
+<DocPropertySet xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" Name="Pset_GeoObsBoreholeGeophysicalInterval" UniqueId="bd94acd0-f4e4-4e70-92bf-050bae33fce9" ApplicableType="IfcGeoScienceObservation/BOREHOLELOG" PropertySetType="PSET_OCCURRENCEDRIVEN">
+	<Properties>
+		<DocProperty xsi:nil="true" href="PwaveVelocity_25QNLFrcX23AOU3hgpu9do" />
+		<DocProperty xsi:nil="true" href="SwaveVelocity_0Zt9yzVWjF3QUsVuryk8eT" />
+		<DocProperty xsi:nil="true" href="YoungModulus_1HMLggJlb57v8ii$EHduxM" />
+		<DocProperty xsi:nil="true" href="PoissonRatio_25Cn_0qUqHuO00025QrE$V" />
+		<DocProperty xsi:nil="true" href="DryBulkDensity_0nEw_cmQP96hsnDkHk7anm" />
+		<DocProperty xsi:nil="true" href="WetBulkDensity_2I9krS8W54Uezs_moDPWYf" />
+		<DocProperty xsi:nil="true" href="Resistivity_0CD1$azajCjeK721qDipOz" />
+		<DocProperty xsi:nil="true" href="SpontaneousPotential_0QWHw4BW90SxlAkUg4JefW" />
+		<DocProperty xsi:nil="true" href="GroundwaterTemperature_3IMyTWYAj0SuSW8M3JUwRd" />
+		<DocProperty xsi:nil="true" href="HoleDiameter_2CRBoJG6P9xwWyupBQZ76M" />
+		<DocProperty xsi:nil="true" href="GammaRay_0uQOo2p7L7gfdVTXwVzLwb" />
+	</Properties>
+</DocPropertySet>
+
diff --git a/...reElements/PropertySets/Pset_GeoObsBoreholeGeophysicalInterval/Documentation.md b/...reElements/PropertySets/Pset_GeoObsBoreholeGeophysicalInterval/Documentation.md
@@ -0,0 +1 @@
+Properties for describing geophysical intervals.
diff --git a/...aredInfrastructureElements/PropertySets/Pset_GeoObsPtObservationCommon/DocPropertySet.xml b/...aredInfrastructureElements/PropertySets/Pset_GeoObsPtObservationCommon/DocPropertySet.xml
@@ -9,7 +9,7 @@
 		<DocProperty xsi:nil="true" href="GasType_0i7RYafnT6WPVPIwyUyF1u" />
 		<DocProperty xsi:nil="true" href="GasConcentration_2PG$JI90zDQPVTLSZVlkZv" />
 		<DocProperty xsi:nil="true" href="GroundwaterAgressiveness_0mQnX78kz9AByN_68nPESp" />
-		<DocProperty xsi:nil="true" href="GroundwaterTemperature_1yT1x2XOr6Bg_KMIHEoIuA" />
+		<DocProperty xsi:nil="true" href="GroundwaterTemperature_3IMyTWYAj0SuSW8M3JUwRd" />
 	</Properties>
 </DocPropertySet>
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		@@ -0,0 +1,3 @@
		<?xml version="1.0" encoding="utf-8"?>
		<DocProperty xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" id="DryBulkDensity_0nEw_cmQP96hsnDkHk7anm" Name="DryBulkDensity" UniqueId="313bafa6-c1a6-491a-bdb1-36e46e1e4c70" PrimaryDataType="IfcMassDensityMeasure" />
Original file line number	Diff line number	Diff line change
		@@ -0,0 +1 @@
		Ratio of the mass of the solid to the unit total volume (dry material).
Original file line number	Diff line number	Diff line change
		@@ -0,0 +1 @@
		The elastic modulus (E-modulus) is a measure of the ground stiffness, describing the extent to which a material resists deformation in response to an applied force. It is defined as the ratio of the stress along an axis to the strain along that axis in the range of elastic behaviour. This property can be measured directly or derived with correlations from many different types of laboratory and in-situ test methods and is used in constitutive models for soil and rock. Many alternative and corresponding parameters describe the ground stiffness, including elastic and plastic behaviour and depending on strain (non-linear behavior), loading/unloading conditions, dynamic/static conditions, drained/undrained conditions. Such specific parameters can be defined in IFC models with custom property sets depending on the exchange scenario (e.g. for specific test results or geomechanical properties of interpreted models and materials).
Original file line number	Diff line number	Diff line change
		@@ -0,0 +1 @@
		Naturally occurring gamma radiation which characterizes the rock or sediment in a borehole or drill hole, measured by a gamma ray logging.
Original file line number	Diff line number	Diff line change
		@@ -0,0 +1 @@
		Drilled Borehole diameter. Also referred to as "Caliper", continuous measurement of the as-drilled diameter inside the borehole.
Original file line number	Diff line number	Diff line change
		@@ -0,0 +1 @@
		Ratio between radial/horizontal strain and axial strain of a (geo)material when compressed.
Original file line number	Diff line number	Diff line change
		@@ -0,0 +1 @@
		Naturally occurring (static) electrical potential in the Earth. Spontaneous potentials (SP) are usually caused by charge separation in clay or other minerals, by the presence of a semipermeable interface impeding the diffusion of ions through the pore space of rocks, or by natural flow of a conducting fluid (salty water) through the rocks. Variations in SP can be measured in the field and in wellbores to determine variations of ionic concentration in pore fluids of rocks.
Original file line number	Diff line number	Diff line change
		@@ -0,0 +1 @@
		Ratio of the total mass to the unit total volume (material at its natural moisture content).
Original file line number	Diff line number	Diff line change
		@@ -0,0 +1 @@
		Properties for describing geophysical intervals.