Consolidated Drained

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Αίγλη Κουταλιανός
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1 Consolidated Drained q, 8 6 Max. Shear c' =.185 φ' =.8 tan φ' =.69 Deviator, p', Axial, Symbol Sample ID Depth Test Number Height, in Diameter, in Moisture Content (from Cuttings), Dry Density, pcf Saturation (Wet Method), Void Ratio Moisture Content, Dry Density, pcf Cross-Sectional Area (Method A), in² Saturation, Void Ratio Back Pressure, Consolidation, Consolidation, after Consolidation, Volumetric after Consolidation, Time to 5 Consolidation, min Shear Strength, at Failure, Rate, /min Deviator at Failure, Minor Principal at Failure, Major Principal at Failure, B-Value Initial Final A- 1 ft A- 1 ft A- 16 ft Notes: - Before Shear Saturation set to 1 for phase calculation. - Moisture Content determined by ASTM D16. - Deviator includes membrane correction. - Values for c and φ determined from best-fit straight line for the specific test conditions. Actual strength parameters may vary and should be determined by an engineer for site conditions. Project Name: TRIAX Location: Anytown, USA Boring Number: A Tester: ab Sample Number: A- Test Date: /19/18 Test Number: Preparation: remold Description: Moist, brown sandy silt Remarks: Target Compaction: moisture content Project Number: ABC1 Checker: cd Depth: 1 ft. Elevation: Not Recorded :5:

2 Consolidated Drained Deviator, 6 Volumetric, Axial, Axial, 15 Max. Shear c' =.185 φ' =.8 tan φ' =.69 1 q, p', Sample No. Test No. Depth Tested By Test Date Checked By Check Date Test File A- 1 ft. ab /19/18 cd /19/18 CD-1.dat A- 1 ft. cd /19/18 ef /19/18 CD-.dat A- 16 ft. wx /19/18 yz /19/18 CD-.dat Project Name: TRIAX Location: Anytown, USA Boring Number: A Tester: ab Sample Number: A- Test Date: /19/18 Test Number: Preparation: remold Description: Moist, brown sandy silt Remarks: Target Compaction: moisture content Project Number: ABC1 Checker: cd Depth: 1 ft. Elevation: Not Recorded :5:

3 Consolidated Undrained by ASTM D767 q, 1 Max. Obliquity c' =.555 φ' =. tan φ' =.58 Deviator, p', Axial, Symbol Sample ID Depth Test Number Height, in Diameter, in Moisture Content (from Cuttings), Dry Density, pcf Saturation (Wet Method), Void Ratio Moisture Content, Dry Density, pcf Cross-Sectional Area (Method A), in² Saturation, Void Ratio Back Pressure, Consolidation, Consolidation, after Consolidation, Volumetric after Consolidation, Time to 5 Consolidation, min Shear Strength, at Failure, Rate, /min Deviator at Failure, Minor Principal at Failure, Major Principal at Failure, B-Value Initial Final U- 1-1 ft CKoU U- -6 ft CKoU U- 5-5 ft CKoU Notes: - Before Shear Saturation set to 1 for phase calculation. - Moisture Content determined by ASTM D16. - Atterberg Limits determined by ASTM D18. - Deviator includes membrane correction. - Values for c and φ determined from best-fit straight line for the specific test conditions. Actual strength parameters may vary and should be determined by an engineer for site conditions. Project Number: TRIAX-1 Test Date: /18/18 Depth: 1-1 ft Test Number: CKoU-1 Elevation: Not Recorded Remarks: ::

4 Consolidated Undrained by ASTM D Deviator, Excess Pressure, Axial, Axial, Max. Obliquity c' =.555 φ' =. tan φ' =.58 q, p', Sample No. Test No. Depth Tested By Test Date Checked By Check Date Test File U- CKoU ft vwx /18/18 yz /18/18 CKoU-1.dat U- CKoU- -6 ft vwx /18/18 yz /18/18 CKoU-.dat U- CKoU- 5-5 ft vwx /18/18 yz /18/18 CKoU-.dat Test Number: CKoU-1 Remarks: Test Date: /18/18 Project Number: TRIAX-1 Depth: 1-1 ft Elevation: Not Recorded ::

5 Consolidated Undrained by ASTM D :1: Test Number: CKoU- Remarks: System W Test Date: /18/18 Project Number: TRIAX-1 Depth: 5-5 ft Elevation: --- Saturation Phase Time min Axial Sample Water Change cc Sample Pressure Saturation Ratio

6 Consolidated Undrained by ASTM D :1: Test Number: CKoU- Remarks: System W Test Date: /18/18 Project Number: TRIAX-1 Depth: 5-5 ft Elevation: --- Consolidation Phase Step 5 of 5 Time min Axial Volumetric Corrected Area in² Sample Pressure k

7 Consolidated Undrained by ASTM D :: Test Number: CKoU- Remarks: System W Test Date: /18/18 Project Number: TRIAX-1 Depth: 5-5 ft Elevation: --- Shear Phase Time min Axial Volumetric Corrected Area in² Deviator Load lb Deviator Pore Pressure

8 Consolidated Undrained by ASTM D :: Test Number: CKoU- Remarks: System W Test Date: /18/18 Project Number: TRIAX-1 Depth: 5-5 ft Elevation: --- Shear Phase Axial Excess Pressure p q A Parameter Ratio

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