Question

CU Triaxial test results are as follows: ơi, kPa | 145 | 218 a3, kPa| 60 u, kPa31 310 150 92 401 200 126 100 57 Please calculate the soil shear strength parameters under total stress and effective stress and compare their values Calculate the pore water pressure parameter B and Evaluate the soil degree of saturation Does this soil have dilation potential or contraction potential upon shearing

Answer 1

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