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Engineering · Civil Engineering
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a . The effective shear strength , 15kPa. parameters for a fully saturated clay are known to be In a ground at point A the stresses on a plain is determined to be loaded to152 kPa, σ-480kPa, and the induced excess pore water pressure is 俨120kPa. Determine whether point A will be sheared to fail along the direction of this shear stress meter test on a satu wh
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