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15.1 Refer to the infinite slope shown in Figure 15.47. Given: ß = 25°, y = 17.8 kN/m³, ' = 28°, and c' = 31 kN/m². Find the height, H, such that a factor of safety, F, of 2.75 is maintained against sliding along the soil-rock interface. H Y $' Rock ⒸCengage Learning 2014 Figure 15.47 15.2 For the slope shown in Figure 15.47, determine the height, H, for critical equilibrium. Given: B = 30°, y = 18.05 kN/m³, ' = 21°, and c' = 14.3 kN/m³. ß

15.1 Refer to the infinite slope shown in Figure 15.47. Given: ß = 25°, y = 17.8 kN/m³, ' = 28°, and c' = 31 kN/m². Find the height, H, such that a factor of safety, F, of 2.75 is maintained against sliding along the soil-rock interface. H Y $' Rock ⒸCengage Learning 2014 Figure 15.47 15.2 For the slope shown in Figure 15.47, determine the height, H, for critical equilibrium. Given: B = 30°, y = 18.05 kN/m³, ' = 21°, and c' = 14.3 kN/m³. ß

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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Subject : Soil mech

15.1 Refer to the infinite slope shown in Figure 15.47. Given: ß = 25°, y = 17.8 kN/m³, ' = 28°, and c' = 31 kN/m². Find the height, H, such that a factor of safety, F, of 2.75 is maintained against sliding along the soil-rock interface. H Y $' Rock ⒸCengage Learning 2014 Figure 15.47 15.2 For the slope shown in Figure 15.47, determine the height, H, for critical equilibrium. Given: B = 30°, y = 18.05 kN/m³, ' = 21°, and c' = 14.3 kN/m³. ß
Transcribed Image Text:15.1 Refer to the infinite slope shown in Figure 15.47. Given: ß = 25°, y = 17.8 kN/m³, ' = 28°, and c' = 31 kN/m². Find the height, H, such that a factor of safety, F, of 2.75 is maintained against sliding along the soil-rock interface. H Y $' Rock ⒸCengage Learning 2014 Figure 15.47 15.2 For the slope shown in Figure 15.47, determine the height, H, for critical equilibrium. Given: B = 30°, y = 18.05 kN/m³, ' = 21°, and c' = 14.3 kN/m³. ß
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