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cantilever sheet pile wall is required to support an excavation below. The wall is anchored at a point 0.5 m below the top of the w is at 4 m below the surface in the excavated side and 1.5 m bele retained soil. Determine whether a 3 m depth of penetration of th maintain a Factor of Safety of 2 against the gross passive p

cantilever sheet pile wall is required to support an excavation below. The wall is anchored at a point 0.5 m below the top of the w is at 4 m below the surface in the excavated side and 1.5 m bele retained soil. Determine whether a 3 m depth of penetration of th maintain a Factor of Safety of 2 against the gross passive p

Structural Analysis
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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Q1. A cantilever sheet pile wall is required to support an excavation as shown in Figure 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 soil. 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. 0.5 m Coarse-grained soil: #= 32°, p= 17 kN/m3, Ysat = 20 kN/m3 4 m 1.0 m
Transcribed Image Text:Q1. A cantilever sheet pile wall is required to support an excavation as shown in Figure 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 soil. 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. 0.5 m Coarse-grained soil: #= 32°, p= 17 kN/m3, Ysat = 20 kN/m3 4 m 1.0 m
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