What is the value of su to be used

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Of a certain soil it is known from previous studies that c = 20 kPa and φ = 30? . An undrained analysis must be made for a case in which the original vertical effective stresses are 80 kPa, and the horizontal effective stresses are estimated to be 40 kPa. What is the value of s_u to be used?

Reference no: EM131242688

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