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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
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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