Question 02: For the infinite slope with no seepage in the soil mass as shown in figure below, Calculate the factor of safety and critical depth. (Assume void ratio) Sloping surface C= 20 KN/m? O = 16° G = 2.75 10 m Failure Plane B = 30°

Question 02: For the infinite slope with no seepage in the soil mass as shown in figure below, Calculate the factor of safety and critical depth. (Assume void ratio) Sloping surface C= 20 KN/m? O = 16° G = 2.75 10 m Failure Plane B = 30°

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 02:
For the infinite slope with no seepage in the soil mass as shown in figure below, Calculate
the factor of safety and critical depth. (Assume void ratio)
Sloping
surface
C= 20 KN/m?
O = 16°
G = 2.75
10 m
Failure Plane
B = 30°

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