PROBLEM NO. 2 A cantilever sheet pile wall is supporting a horizontal backfill having a unit weight of 18 kN/m³. Active pressure coefficient K, = 0.28 and a passive pressure coefficient Kp = 4.6. (1) Determine the value of "d" required for stability of the cantilever sheet pile using the Factored Moment Method (FMM). The Factor of Safety on passive resistance is 2, (2) determine the value of “d" required for stability of the cantilever sheet pile walls using the Factored Strength Method (FSM), (3) determine the value of “d" required for stability of the cantilever sheet pile walls using the Net Passive Pressure Method (NPM). The Factor of Safety for lateral forces causing rotation is 1.5.
PROBLEM NO. 2 A cantilever sheet pile wall is supporting a horizontal backfill having a unit weight of 18 kN/m³. Active pressure coefficient K, = 0.28 and a passive pressure coefficient Kp = 4.6. (1) Determine the value of "d" required for stability of the cantilever sheet pile using the Factored Moment Method (FMM). The Factor of Safety on passive resistance is 2, (2) determine the value of “d" required for stability of the cantilever sheet pile walls using the Factored Strength Method (FSM), (3) determine the value of “d" required for stability of the cantilever sheet pile walls using the Net Passive Pressure Method (NPM). The Factor of Safety for lateral forces causing rotation is 1.5.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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