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Geo / Hydro
A cohesive soil specimen has a shearing resistance equal to 28 degrees and a cohesion of 32. If the maximum shearing stress of the soil sample is equal to 64 kPa.
Compute the maximum principal stress to cause failure.
12.14 kPa
140.14Kpa
76.14 Kpa
128 kPa
Answer:
140.14Kpa
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