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This document summarizes the results of an undrained shear strength triaxial compression test without pore pressure measurement (quick undrained test) on a soil sample. The test measured the shear strength of the soil sample under an applied cell pressure of 51 kPa. The soil failed at a maximum deviator stress of 13 kPa, corresponding to an axial strain of 5.9% and an undrained shear strength of 6 kPa. The test was performed on a soil sample from a depth of 0 m in borehole BH3 with an initial moisture conte

Author

S Azhar AT

Language

EN