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Report Name: Geotechnical Consolidation Sample and Load Results (example 1, example 2)
File Name: EarthSoft.Reports.Library.176839.dll
Dependencies: Licensed EQuIS Geotech and Geotech Schema
Software: EQuIS Professional and Enterprise
Source: EQuIS Geotech (EarthSoft Community Center > Products > EQuIS Geotech)
Language: English
Output Type: Report Grid1
Description: The Geotechnical Consolidation Sample and Load Results report returns geotechnical sample parameters and load test results related to a Consolidation test. Dependent on whether a user selects "Sample Properties" or "Load Test Results" from the Output Includes report parameter, only the relevant fields will be included in the report output. This report can be run in EQuIS Professional or published to EQuIS Enterprise.
Installation Instructions: This report requires an EQuIS Geotech license and the Geotech Schema applied to the database. The Geotechnical Consolidation and Load Results report (EarthSoft.Reports.Library.176839.dll) is available for download in the Products\EQuIS Geotech folder on the Downloads Dashboard on the EarthSoft Community Center. For Enterprise use, this report should be published to the database. When publishing the report, the assembly should be stored in the database. The report will be available for selection once it has been published.
Additional Information: The Consolidation Sample and Load Results report queries the Consolidation test results stored in the DT_GEO_RESULT and DT_GEO_TEST_PARAMETER tables, where DT_GEO_TEST.TEST_TYPE = 'Consolidation_Detail' and 'ConsolidationLoad'.
•The "Sample Properties" parameter outputs the sample results associated with the Consolidation test. This includes test notes, the initial and final moisture content, as well as overall test results, such as the Preconsolidation pressure (Pc).
•The "Load Test Results" parameter outputs results associated with each load reading applies to the sample. The report orders the Load Test Results based on SYS_LOC_CODE, SYS_SAMPLE_CODE, and then incrementally based on the load number.
The following table outlines the EQuIS source of the data included in the report output.
Report Field |
EQuIS Source |
|
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Sample Properties Output |
||
test_method |
DT_GEO_TEST.TEST_TYPE = 'Consolidation_Detail' |
DT_GEO_TEST.TEST_METHOD |
consolidometer |
DT_GEO_TEST_PARAMETER.PARAM_CODE = 'consolidometer' |
|
Specimen_diameter |
DT_GEO_TEST_PARAMETER.PARAM_CODE = 'specimen_diameter' |
|
Initial_specimen_height |
DT_GEO_TEST_PARAMETER.PARAM_CODE = 'init_specimen_height' |
|
length_unit |
DT_GEO_TEST_PARAMETER.PARAM_UNIT where DT_GEO_TEST_PARAMETER.PARAM_CODE = 'init_specimen_height' |
|
specific_gravity |
DT_GEO_RESULT.RESULT_CODE = 'specific_gravity' |
|
initial_moisture |
DT_GEO_RESULT.RESULT_CODE = 'initial_wc' |
|
final_moisture |
DT_GEO_RESULT.RESULT_CODE = 'final_water_content' |
|
initial_dry_density |
DT_GEO_RESULT.RESULT_CODE = 'initial_dry_density' |
|
final_dry_density |
DT_GEO_RESULT.RESULT_CODE = 'final_dry_density' |
|
density_unit |
DT_GEO_RESULT.RESULT_UNIT where DT_GEO_RESULT.GEO_RESULT_CODE = 'initial_dry_density' |
|
initial_void_ratio |
DT_GEO_RESULT.GEO_RESULT_CODE = 'initial_void_ratio' |
|
final_void_ratio |
DT_GEO_RESULT.GEO_RESULT_CODE = 'final_void_ratio' |
|
initial_saturation |
DT_GEO_RESULT.GEO_RESULT_CODE = 'initial_saturation' |
|
final_saturation |
DT_GEO_RESULT.GEO_RESULT_CODE = 'final_saturation' |
|
overburden |
DT_GEO_TEST_PARAMETER.PARAM_CODE = 'overburden' This value is rounded to a whole number. |
|
overburden_unit |
DT_GEO_TEST_PARAMETER.PARAM_UNIT where DT_GEO_TEST_PARAMETER.PARAM_CODE = 'overburden' |
|
cc |
DT_GEO_RESULT.GEO_RESULT_CODE = 'compression_index' |
|
cr |
DT_GEO_RESULT.GEO_RESULT_CODE = 'rebound_index' |
|
cc_vr |
DT_GEO_RESULT.GEO_RESULT_CODE = 'compres_index_vrplot' |
|
cr_vr |
DT_GEO_RESULT.GEO_RESULT_CODE = 'rebound_index_vrplot' |
|
pc |
DT_GEO_RESULT.GEO_RESULT_CODE = 'pc_calc' |
|
pc_override |
DT_GEO_RESULT.GEO_RESULT_CODE = 'pc_override' |
|
test_notes |
DT_GEO_TEST.REMARK |
|
test_start_date |
DT_GEO_TEST.TEST_DATE |
|
Load Readings Output |
||
test_method |
DT_GEO_TEST.TEST_TYPE = 'ConsolidationLoad' |
DT_GEO_TEST.TEST_METHOD |
load_number |
DT_GEO_RESULT.GEO_RESULT_CODE = 'load_number' |
|
stress |
DT_GEO_RESULT.GEO_RESULT_CODE = 'Cons_Stress' |
|
stress_unit |
DT_GEO_RESULT.RESULT_UNIT where DT_GEO_RESULT.GEO_RESULT_CODE = 'Cons_Stress' |
|
cumulative_deflection |
DT_GEO_RESULT.GEO_RESULT_CODE = 'Cumulative_Deflect' |
|
deflection_unit |
DT_GEO_RESULT.RESULT_UNIT where DT_GEO_RESULT.GEO_RESULT_CODE = 'Cumulative_Deflect' |
|
strain |
DT_GEO_RESULT.GEO_RESULT_CODE = 'cons_strain' |
|
void_ratio |
DT_GEO_RESULT.GEO_RESULT_CODE = 'void_ratio' |
|
t50 |
DT_GEO_RESULT.GEO_RESULT_CODE = 'Cons_T50' |
|
t90 |
DT_GEO_RESULT.GEO_RESULT_CODE = 'Cons_T90' |
|
time_unit |
DT_GEO_RESULT.GEO_RESULT_UNIT where DT_GEO_RESULT.GEO_RESULT_CODE = 'Cons_T90' |
|
cv50 |
DT_GEO_RESULT.GEO_RESULT_CODE = 'Cons_Cv50' |
|
cv90 |
DT_GEO_RESULT.GEO_RESULT_CODE = 'Cons_Cv90' |
|
cv_unit |
DT_GEO_RESULT.GEO_RESULT_UNIT where DT_GEO_RESULT.GEO_RESULT_CODE = 'Cons_Cv90' |
Tables: DT_SAMPLE, DT_FACILITY, DT_GEO_TEST, DT_GEO_TEST_PARAMETER, DT_GEO_RESULT
Report Parameters |
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