A cantilever sheet pile wall supports a horizontal backfill having a unit weight of 16 kN/m^3, angle of internal friction is 30°. The backfill is 4m high. a. Compute the depth of embedment required for stability of the sheet pile using factored moment method with a factor of safety on the passive resistance equal to 2. b. Compute the total active force on the sheet pile. c. Compute the total passive force on the sheet pile.

Structural Analysis
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Chapter2: Loads On Structures
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A cantilever sheet pile wall supports a horizontal backfill having a unit weight of 16 kN/m^3, angle of internal friction is 30°. The backfill is 4m high.
a. Compute the depth of embedment required for stability of the sheet pile using factored moment method with a factor of safety on the passive resistance equal to 2.
b. Compute the total active force on the sheet pile.
c. Compute the total passive force on the sheet pile.

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