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Question 01: For the infinite slope with a steady state seepage as shown in figure, Calculate: a) The factor of safety against sliding along the soil-rock interface b) The height, H, that will give a factor of safety (FoS) of 3 against sliding along the soil-rock interface B = 29 Y = 17.8 kN/m e = 10 kN/m2 d' = 20° H= 12 m Seepage Rock

Question 01: For the infinite slope with a steady state seepage as shown in figure, Calculate: a) The factor of safety against sliding along the soil-rock interface b) The height, H, that will give a factor of safety (FoS) of 3 against sliding along the soil-rock interface B = 29 Y = 17.8 kN/m e = 10 kN/m2 d' = 20° H= 12 m Seepage Rock

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: ( Geotechnical and foundation engineering )
Question 01: For the infinite slope with a steady state seepage as shown in figure, Calculate: a) The factor of safety against sliding along the soil-rock interface b) The height, H, that will give a factor of safety (FoS) of 3 against sliding along the soil-rock interface B = Ysat = 17.8 kN/m³ c' = 10 kN/m2 d' = 20° H= 12 m Seepage Rock
Transcribed Image Text:Question 01: For the infinite slope with a steady state seepage as shown in figure, Calculate: a) The factor of safety against sliding along the soil-rock interface b) The height, H, that will give a factor of safety (FoS) of 3 against sliding along the soil-rock interface B = Ysat = 17.8 kN/m³ c' = 10 kN/m2 d' = 20° H= 12 m Seepage Rock
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