help asap huhu A cylindrical specimen of a saturated soil fails under a stress of 150 kPa in an unconfined compression test . The failure plane makes an angle of 52° with horizontal a.) Compute the angle of internal friction of soil b.) Compute the cohesion of the soil c.) compute the shearing stress at failure Plane.
help asap huhu A cylindrical specimen of a saturated soil fails under a stress of 150 kPa in an unconfined compression test . The failure plane makes an angle of 52° with horizontal a.) Compute the angle of internal friction of soil b.) Compute the cohesion of the soil c.) compute the shearing stress at failure Plane.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter12: Shear Strength Of Soil
Section: Chapter Questions
Problem 12.18P
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help asap huhu
A cylindrical specimen of a saturated soil fails under a stress of 150 kPa in an unconfined compression test .
The failure plane makes an angle of 52° with horizontal
a.) Compute the angle of internal friction of soil
b.) Compute the cohesion of the soil
c.) compute the shearing stress at failure Plane.
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