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Problem 4-21 A dry sand deposit has a friction angle of 35° and unit weight of 20 kN/m3. W...

Problem 4-21 A dry sand deposit has a friction angle of 35° and unit weight of 20 kN/m3. What is the lateral effective stress and the coefficient of lateral earth pressure for (a) at-rest, (b) active, and (c) passive conditions at a depth of 10 m?

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Solutions For Problems in Chapter 4