Figure shows an embankment consisting of two soils with the given soil properties. There is no ground water table in the vicinity. (a) Calculate the factor of safety using the Ordinary Method of Slices

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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Question
CENTER OF
FAILURE CIRCLE
soil 1
unit weight = 16 kN/m3
c = 20 kPa
' = 25 deg
soil 2
unit weight = 18 kN/m3
c = 30 kPa
= 35 deg
Scale 1 cm = 2m
Figure shows an embankment consisting of two soils
with the given soil properties. There is no ground
water table in the vicinity.
(a) Calculate the factor of safety using the Ordinary
Method of Slices
(b) Assuming a factor of safety of 1.5, perform one
iteration to calculate factor of safety using the
Bishop?s Method of Slices
Transcribed Image Text:CENTER OF FAILURE CIRCLE soil 1 unit weight = 16 kN/m3 c = 20 kPa ' = 25 deg soil 2 unit weight = 18 kN/m3 c = 30 kPa = 35 deg Scale 1 cm = 2m Figure shows an embankment consisting of two soils with the given soil properties. There is no ground water table in the vicinity. (a) Calculate the factor of safety using the Ordinary Method of Slices (b) Assuming a factor of safety of 1.5, perform one iteration to calculate factor of safety using the Bishop?s Method of Slices
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