Effective stress at a depth of 6m
Problem:
A sand with a void ratio of 1.0 and a Gs= 2.65 is assumed dry above the GWT at 3m.
Required:
Question: What is the effective stress at a depth of 6m?
Note: Can someone please give me a step by step solution?
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Question: What is the effective stress at a depth of 6m? Note: Can someone please give me a step by step solution?
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