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Figure 5 shows a gravity retaining wall retaining a granular (c'=0) backfill. The same soil is present at the bottom of the wall and on the left. The unit weight and the effective friction angle of the backfill are 18.5 kN/m2 and 35°, respectively. Unit weight of concrete is 24.0 kN/m³ and 8' = 2/36'. Determine the factors of safety with respect to sliding, overturning, and bearing capacity failures. The ultimate bearing capacity has been determined to be 476 kN/m². Use Rankine's theory to compute active and passive earth pressures.

Figure 5 shows a gravity retaining wall retaining a granular (c'=0) backfill. The same soil is present at the bottom of the wall and on the left. The unit weight and the effective friction angle of the backfill are 18.5 kN/m2 and 35°, respectively. Unit weight of concrete is 24.0 kN/m³ and 8' = 2/36'. Determine the factors of safety with respect to sliding, overturning, and bearing capacity failures. The ultimate bearing capacity has been determined to be 476 kN/m². Use Rankine's theory to compute active and passive earth pressures.

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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Figure 5 shows a gravity retaining wall retaining a granular (c'=0) backfill. The same soil is present at the bottom of the wall and on the left. The unit weight and the effective friction angle of the backfill are 18.5 kN/m2 and 35°, respectively. Unit weight of concrete is 24.0 kN/m³ and 8' = 2/36'. Determine the factors of safety with respect to sliding, overturning, and bearing capacity failures. The ultimate bearing capacity has been determined to be 476 kN/m². Use Rankine's theory to compute active and passive earth pressures. 1.2 m 0.5 m 1.0 m 1.0 m 2.0 m 5.4 m 0.6 m
Transcribed Image Text:Figure 5 shows a gravity retaining wall retaining a granular (c'=0) backfill. The same soil is present at the bottom of the wall and on the left. The unit weight and the effective friction angle of the backfill are 18.5 kN/m2 and 35°, respectively. Unit weight of concrete is 24.0 kN/m³ and 8' = 2/36'. Determine the factors of safety with respect to sliding, overturning, and bearing capacity failures. The ultimate bearing capacity has been determined to be 476 kN/m². Use Rankine's theory to compute active and passive earth pressures. 1.2 m 0.5 m 1.0 m 1.0 m 2.0 m 5.4 m 0.6 m
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