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A 40° slope is excavated to a depth of 10 m in a deep layer of saturated clay of unit weight 20 kN.m3; the relevant shear strength parameters are cu = 70 kN/m2 and fu = 0. The rock ledge is at a great depth. The Taylor's stability coefficient for fu = 0 and 40° slope angle is 0.18. The factor of safety of the slope is
🗓 Mar 6, 2024
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Courtney
🌐 India
Hello, please post an solution as well
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Caroline
🌐 India
Nice website
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