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A 30 cm diameter pile penetrates a deposit of soft clay 9 m deep and rests on sand. Compute the skin friction resistance.
The clay has unit cohesion of 0.6 kg/cm2.
Suppose an adhesion factor of 0.6 for the clay.
I need technical assistance. The project is incomplete. I need someone to proofread it. Do you have someone who know Plaxis, Slope/W and Flac?. Can you arrange a case study for Geo
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