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A long slope is formed in a soil with shear strength parameter C' = 0, ' = 34°. Firm strate lies below the slope and it is assumed that water table may occasionally rise to the surface, with seepage taking place parallel to the slope. Use Yeat 10 kN/m³. maximum slope angle (in degree) to ensure the factor of safety 1.5. Assuming a potential failure surface parallel to the slope would be 18 kN/m³ and Y (a) 45.3 (c) 12.3 1 = (b) 44.7 (d) 11.3

A long slope is formed in a soil with shear strength parameter C' = 0, ' = 34°. Firm strate lies below the slope and it is assumed that water table may occasionally rise to the surface, with seepage taking place parallel to the slope. Use Yeat 10 kN/m³. maximum slope angle (in degree) to ensure the factor of safety 1.5. Assuming a potential failure surface parallel to the slope would be 18 kN/m³ and Y (a) 45.3 (c) 12.3 1 = (b) 44.7 (d) 11.3

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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A long slope is formed in a soil with shear strength parameter C' = 0, o' = 34°. Firm strate lies below the slope and it is assumed that water table may occasionally rise to the surface, with seepage taking place parallel to the slope. Use Yeat = 18 kN/m³ and Y = 10 kN/m³. maximum slope angle (in degree) to ensure the factor of safety 1.5. Assuming a potential failure surface parallel to the slope would be (a) 45.3 (c) 12.3 (b) 44.7 (d) 11.3
Transcribed Image Text:A long slope is formed in a soil with shear strength parameter C' = 0, o' = 34°. Firm strate lies below the slope and it is assumed that water table may occasionally rise to the surface, with seepage taking place parallel to the slope. Use Yeat = 18 kN/m³ and Y = 10 kN/m³. maximum slope angle (in degree) to ensure the factor of safety 1.5. Assuming a potential failure surface parallel to the slope would be (a) 45.3 (c) 12.3 (b) 44.7 (d) 11.3
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