Estimate the undrained cohesion at a depth

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Reference no: EM131373580

A 10-m-thick normally consolidated clay layer is shown in Figure 12.57. The plasticity index of the clay is 23. Using Skempton's, estimate the undrained cohesion at a depth of 9 m below the ground surface as would be obtained by conducting a vane shear test.

Reference no: EM131373580

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