diff --git a/BetaProcedures.xsd b/BetaProcedures.xsd index 26b4d405..d6a8da92 100644 --- a/BetaProcedures.xsd +++ b/BetaProcedures.xsd @@ -271,7 +271,7 @@ - + Pressuremeter loading or reloading cycle. @@ -418,7 +418,7 @@ - + The count of the test cycle @@ -803,7 +803,7 @@ - + The count of the test cycle diff --git a/Diggs_geo_deprecated.xsd b/Diggs_geo_deprecated.xsd index fce483d5..a6d232ea 100644 --- a/Diggs_geo_deprecated.xsd +++ b/Diggs_geo_deprecated.xsd @@ -710,6 +710,149 @@ + + + + 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. + + + + + An object containing properties of a trial within an consolidation test procedure. + + + + + Property for ConsolidationTestTrials, required parent element that holds + the multiple trials. + + + + + + + + + + + + Average temperature over loading + increment + + + + + Load applied for this consolidation loading + increment + + + + + Load applied for this consolidation loading + increment + + + + + Elapsed time and deformation recorded during this loading + increment + + + + + Normal deformation of the sample at the end of the + loading increment + + + + + Loading stress measured at end of loading + increment + + + + + + Coefficient of consolidation for this stress + increment. + + + + + Coefficient of secondary compression over stress + increment + + + + + Coefficient of tertiary compression over stress + increment + + + + + Reported coefficient of volume compressibility over + stress increment + + + + + + + + + Base type for ConsolidationTest + + + + + + + Type of consolidation test. (eg. Method A or Method B); + intended to come from a controlled list of terms. + + + + + + Height change of specimen on saturation, or flooding as + percentage of original height + + + + + Interpretation procedure (1 or 2 or both) used to compute + coefficient of consolidation; intended to come from a controlled + list. + + + + + Swelling pressure. + + + + + + + + diff --git a/Geotechnical.xsd b/Geotechnical.xsd index bdacc91d..f8804f66 100755 --- a/Geotechnical.xsd +++ b/Geotechnical.xsd @@ -160,7 +160,7 @@ - + True if the liquid limit device is manual crank, false if @@ -197,7 +197,7 @@ - + The distance fall cone penetrated soil sample in this @@ -223,7 +223,7 @@ - + True if thread rollout is done manually, false if @@ -253,7 +253,7 @@ - + Moisture content for the wet soil paste @@ -346,149 +346,6 @@ - - - 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. - - - - - An object containing properties of a trial within an consolidation test procedure. - - - - - Property for ConsolidationTestTrials, required parent element that holds - the multiple trials. - - - - - - - - - - - - Average temperature over loading - increment - - - - - Load applied for this consolidation loading - increment - - - - - Load applied for this consolidation loading - increment - - - - - Elapsed time and deformation recorded during this loading - increment - - - - - Normal deformation of the sample at the end of the - loading increment - - - - - Loading stress measured at end of loading - increment - - - - - - Coefficient of consolidation for this stress - increment. - - - - - Coefficient of secondary compression over stress - increment - - - - - Coefficient of tertiary compression over stress - increment - - - - - Reported coefficient of volume compressibility over - stress increment - - - - - - - - - Base type for ConsolidationTest - - - - - - - Type of consolidation test. (eg. Method A or Method B); - intended to come from a controlled list of terms. - - - - - - Height change of specimen on saturation, or flooding as - percentage of original height - - - - - Interpretation procedure (1 or 2 or both) used to compute - coefficient of consolidation; intended to come from a controlled - list. - - - - - Swelling pressure. - - - - - - - An object containing properties of a single consolidation increment within loading increment of a direct shear test procedure. @@ -1401,7 +1258,7 @@ - + The count of the test cycle @@ -1530,7 +1387,7 @@ - + The count of the test cycle diff --git a/TestProceduresAll.xsd b/TestProceduresAll.xsd index 9c37d3b1..f8826b10 100644 --- a/TestProceduresAll.xsd +++ b/TestProceduresAll.xsd @@ -655,4 +655,198 @@ + + + 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. + + + + + An object containing properties of a trial within an consolidation test procedure. + + + + + Property for ConsolidationTestTrials, required parent element that holds + the multiple trials. + + + + + + + + + + + + + + + + + Average temperature over loading + increment + + + + + Load applied for this consolidation loading + increment + + + + + Load applied for this consolidation loading + increment + + + + + Elapsed time and deformation recorded during this loading + increment + + + + + Normal deformation of the sample at the end of the + loading increment + + + + + Loading stress measured at end of loading + increment + + + + + + Coefficient of consolidation log time for this stress + increment. + + + + + Coefficient of consolidation root time for this stress + increment. + + + + + Coefficient of consolidation for this stress + increment. + + + + + Coefficient of secondary compression over stress + increment + + + + + Coefficient of tertiary compression over stress + increment + + + + + Reported coefficient of volume compressibility over + stress increment + + + + + + + + + + + Base type for ConsolidationTest + + + + + + + Type of consolidation test. (eg. Method A or Method B); + intended to come from a controlled list of terms. + + + + + + Height change of specimen on saturation, or flooding as + percentage of original height + + + + + Interpretation procedure (1 or 2 or both) used to compute + coefficient of consolidation; intended to come from a controlled + list. + + + + + Swelling pressure. + + + + + + + + + + + + + + Elapsed time since the beginning of the loading + increment + + + + + Deformation of sample as recorded on the deformation + monitor + + + + + + + + + An object containing properties of a single consolidation increment within loading increment of a direct shear test procedure. + + + + + + + +