Pls fast hand written solution A cantilever sheet pile wall is required to support an excavation as shown in Figure 1 below. The wallis anchored at a point 0.5 m below the top of the wall. The groundwater is at 4 m below the surfacein the excavated side and 1.5 m below the surface in the retained soil. Determine whether a 3 m depthof penetration of the wall is sufficient to maintain a Factor of Safety of 2 against the gross passivepressure. Include the hydrostatic forces on both sides of the wall in your calculations.0.5 mCoarse-grained soil:= 35°, % = 19 kN/m,h= 20 KN/m4 m1.0 m

Ka=(1-sinϕ)/(1+sinϕ) Ka=(1-sin35)/(1+sin35)=0.27 Kp=(1+sin35)/(1-sin35)=3.69 Kp=3.69 Factor of…

1 below The wall is anchored at a point 0.5 m below the top of the wall. The groundwater is at 4 m below the surface in the excavated side and 1.5 m below the surface in the retained sol. Determine whether a 3 m depth of penetration of the wall is sufficient to maintain a Factor of Safety of 2 against the gross passive pressure. Include the hydrostatic forces on both sides of the wall in your calculations.

1 below The wall is anchored at a point 0.5 m below the top of the wall. The groundwater is at 4 m below the surface in the excavated side and 1.5 m below the surface in the retained sol. Determine whether a 3 m depth of penetration of the wall is sufficient to maintain a Factor of Safety of 2 against the gross passive pressure. Include the hydrostatic forces on both sides of the wall in your calculations.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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