2.21 The data from a series of consolidated-undrained triaxial tests are summarized below. Draw the three Mohr circles, plot the failure envelope in terms of effective stresses, and find c' and o'. Additional axial Pore water Cell pressure (kN/m) Sample stress at failure pressure at number (kN/m?) failure (kN/m2) 1 100 88.2 57.4 200 138.5 123.7 300 232.1 208.8 2. 3.

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter19: Drilled Shaft
Section: Chapter Questions
Problem 19.10P
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* l.
۱۲:۳۸
Screenshot 2021-02-..
2.21
The data from a series of consolidated-undrained triaxial
tests are summarized below. Draw the three Mohr circles,
plot the failure envelope in terms of effective stresses, and
find c' and o'.
Additional axial
Pore water
Cell pressure
(kN/m?)
Sample
stress at failure
pressure at
number
(kN/m?)
failure (kN/m2)
1
100
88.2
57.4
2
200
138.5
123.7
3
300
232.1
208.8
Transcribed Image Text:* l. ۱۲:۳۸ Screenshot 2021-02-.. 2.21 The data from a series of consolidated-undrained triaxial tests are summarized below. Draw the three Mohr circles, plot the failure envelope in terms of effective stresses, and find c' and o'. Additional axial Pore water Cell pressure (kN/m?) Sample stress at failure pressure at number (kN/m?) failure (kN/m2) 1 100 88.2 57.4 2 200 138.5 123.7 3 300 232.1 208.8
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