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An infinite slope is shown in Figure 13.4. The shear strength parameters at the interface of soil and rock are as follows: c'= 18 kN/m², d' = 25°. a. If H-8 m and 3-20°, find the factor of safety against sliding on the rock surface. b. If ß-30°, find the height, H, for which F,- 1.

An infinite slope is shown in Figure 13.4. The shear strength parameters at the interface of soil and rock are as follows: c'= 18 kN/m², d' = 25°. a. If H-8 m and 3-20°, find the factor of safety against sliding on the rock surface. b. If ß-30°, find the height, H, for which F,- 1.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Example 13.1 An infinite slope is shown in Figure 13.4. The shear strength parameters at the interface of soil and rock are as follows: c = 18 kN/m², ' = 25°. a. If H-8 m and 3 = 20°, find the factor of safety against sliding on the rock surface. b. If 3= 30°, find the height, H, for which F,-1. FIG. 13.4 #1 Density.p1500 kg Rock (iv
Transcribed Image Text:Example 13.1 An infinite slope is shown in Figure 13.4. The shear strength parameters at the interface of soil and rock are as follows: c = 18 kN/m², ' = 25°. a. If H-8 m and 3 = 20°, find the factor of safety against sliding on the rock surface. b. If 3= 30°, find the height, H, for which F,-1. FIG. 13.4 #1 Density.p1500 kg Rock (iv
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