A soil sample has an internal friction 30°, it is subjected to axial principal effective stresses o'v and radial principal effective stresses o'h (see Figure 2). a. Given it is supported with o'h= 20 kPa, find max allowed axial principal effective stresses o', before it fails, and the inclination of the slip plane to the horizontal. b. If gradually increases o'h while keeping the found o'v in constant, find the max o'h before the soil fails, and illustrate its inclination of the slip plane.

A soil sample has an internal friction 30°, it is subjected to axial principal effective stresses o'v and radial principal effective stresses o'h (see Figure 2). a. Given it is supported with o'h= 20 kPa, find max allowed axial principal effective stresses o', before it fails, and the inclination of the slip plane to the horizontal. b. If gradually increases o'h while keeping the found o'v in constant, find the max o'h before the soil fails, and illustrate its inclination of the slip plane.

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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