A cantilever sheet pile supports a horizontal backfill having a height of 4m. Unit weight of the backfill is 18 kN/m3. Angle of friction of backfill is 34°. a. Compute the depth of embedment required for stability of cantilever using factored strength method. b. Compute the total lateral active force on the sheet pile. c. Compute the total passive force on the sheet pile

A cantilever sheet pile supports a horizontal backfill having a height of 4m. Unit weight of the backfill is 18 kN/m3. Angle of friction of backfill is 34°. a. Compute the depth of embedment required for stability of cantilever using factored strength method. b. Compute the total lateral active force on the sheet pile. c. Compute the total passive force on the sheet pile

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.1P

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