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A soil has the following profile with depth: 0 - 17.5 ft γt=125 pcf 17.5 - 40 ft γsat=105 pcf 40 - 60 ft γsat=120 pcf The water table is at a depth of 17.5 ft. Plot the total stress, effective stresses, and pore pressure versus depth. Show all of your calculations. Assume that there is no capillarity.

A soil has the following profile with depth: 0 - 17.5 ft γt=125 pcf 17.5 - 40 ft γsat=105 pcf 40 - 60 ft γsat=120 pcf The water table is at a depth of 17.5 ft. Plot the total stress, effective stresses, and pore pressure versus depth. Show all of your calculations. Assume that there is no capillarity.

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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A soil has the following profile with depth: 0 - 17.5 ft γt=125 pcf 17.5 - 40 ft γsat=105 pcf 40 - 60 ft γsat=120 pcf The water table is at a depth of 17.5 ft. Plot the total stress, effective stresses, and pore pressure versus depth. Show all of your calculations. Assume that there is no capillarity.
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