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Q2. An embankment is being built of a soil whose effective stress shear strength parameter c' and ' are 100 KN/m² and 20°. Unit weight of soil is 17 KN/m³. Pore pressure parameters are A= 0.6 and B= 0.8. height of embankment has just been raised from 5 to 8 m. determine the shear strength of soil at base of embankment. It can be assumed that lateral pressure at any point is half the vertical pressure.

Q2. An embankment is being built of a soil whose effective stress shear strength parameter c' and ' are 100 KN/m² and 20°. Unit weight of soil is 17 KN/m³. Pore pressure parameters are A= 0.6 and B= 0.8. height of embankment has just been raised from 5 to 8 m. determine the shear strength of soil at base of embankment. It can be assumed that lateral pressure at any point is half the vertical pressure.

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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Determine the shear strength of soil?
Q2. An embankment is being built of a soil whose effective stress shear strength parameter c' and ' are 100 KN/m² and 20°. Unit weight of soil is 17 KN/m³. Pore pressure parameters are A= 0.6 and B=0.8. height of embankment has just been raised from 5 to 8 m. determine the shear strength of soil at base of embankment. It can be assumed that lateral pressure at any point is half the vertical pressure.
Transcribed Image Text:Q2. An embankment is being built of a soil whose effective stress shear strength parameter c' and ' are 100 KN/m² and 20°. Unit weight of soil is 17 KN/m³. Pore pressure parameters are A= 0.6 and B=0.8. height of embankment has just been raised from 5 to 8 m. determine the shear strength of soil at base of embankment. It can be assumed that lateral pressure at any point is half the vertical pressure.
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