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A CU triaxial test (axial compression) on a specimenof saturated over-consolidated clay was carried outunder a cell pressure of 502 kN/m². Consolidationtook place against a back pressure of 201 kN/m².The principal stress difference at failure was 530 kPaand the pore pressure reading at failure was121 kPa. A companion drained test (CD) performedon an identical sample of the same clay at aconsolidation pressure of 155 kPa (back pressurewas zero) shows that the friction angle of the sample is19 deg
A CU triaxial test (axial compression) on a specimenof saturated over-consolidated clay was carried outunder a cell pressure of 502 kN/m². Consolidationtook place against a back pressure of 201 kN/m².The principal stress difference at failure was 530 kPaand the pore pressure reading at failure was121 kPa. A companion drained test (CD) performedon an identical sample of the same clay at aconsolidation pressure of 155 kPa (back pressurewas zero) shows that the friction angle of the sample is19 deg
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In a triaxial compression test on a soil specimen, what is the ... | Filo
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仙腸関節障害の検査：Thigh thrust test（P4 test）、検査する仙腸関節 …
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A CU triaxial test (axial compression) on a specimenof saturated over-consolidated clay was carried outunder a cell pressure of 502 kN/m². Consolidationtook place against a back pressure of 201 kN/m².The principal stress difference at failure was 530 kPaand the pore pressure reading at failure was121 kPa. A companion drained test (CD) performedon an identical sample of the same clay at aconsolidation pressure of 155 kPa (back pressurewas zero) shows that the friction angle of the sample is19 deg
A CU triaxial test (axial compression) on a specimenof sat…
2022年10月25日
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