A 1.8 m deep vertical wall trench is to be dug in soil without shoring. The soil has a unit weight of 19 kN/m^3, and angle of internal friction of 28 degrees. Cohesion is 20.16 kPa. Determine factor of safety against sliding
A 1.8 m deep vertical wall trench is to be dug in soil without shoring. The soil has a unit weight of 19 kN/m^3, and angle of internal friction of 28 degrees. Cohesion is 20.16 kPa. Determine factor of safety against sliding
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 1.8 m deep vertical wall trench is to be dug in soil without shoring. The soil has a unit weight of 19 kN/m^3, and angle of internal friction of 28 degrees. Cohesion is 20.16 kPa. Determine factor of safety against sliding
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