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 Sample Cell pressure (kN/m²) pressure at failure (kN/m?) stress at failure number (kN/m²) 1 100 88.2 57.4 2| 200 138.5 123.7 300 232.1 208.8

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
Sample
Cell pressure
(kN/m²)
pressure at
failure (kN/m?)
stress at failure
number
(kN/m²)
1
100
88.2
57.4
2|
200
138.5
123.7
300
232.1
208.8
Transcribed Image Text: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 Sample Cell pressure (kN/m²) pressure at failure (kN/m?) stress at failure number (kN/m²) 1 100 88.2 57.4 2| 200 138.5 123.7 300 232.1 208.8
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