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Example: A series of drained triaxial tests were per- formed on a soil. Each test was continued until failure and the effective principal stresses for the tests were: (kPa) Test No 1 23 - 200 300 400 (kPa) at failure Plot the relevant Mohr stress circles and hence estimate the o' and e' values for the soil. 570 875 1162 Would the soil fail is subjected to the following stress combinations: = (a) o₁ = 200 (b) o 400 = 150 kPa, kPa, o kPa, o = 100 kPa

Example: A series of drained triaxial tests were per- formed on a soil. Each test was continued until failure and the effective principal stresses for the tests were: (kPa) Test No 1 23 - 200 300 400 (kPa) at failure Plot the relevant Mohr stress circles and hence estimate the o' and e' values for the soil. 570 875 1162 Would the soil fail is subjected to the following stress combinations: = (a) o₁ = 200 (b) o 400 = 150 kPa, kPa, o kPa, o = 100 kPa

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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Example: A series of drained triaxial tests were per- formed on a soil. Each test was continued until failure and the effective principal stresses for the tests were: (kPa) Test No 1 2 3 200 300 400 S (kPa) at failure Plot the relevant Mohr stress circles and hence estimate the o' and e' values for the soil. S Would the soil fail is subjected to the following stress combinations: (a) o 200 kPa, o - (b) o = 400 kPa, o 570 875 1162 150 kPa, 100 kPa
Transcribed Image Text:Example: A series of drained triaxial tests were per- formed on a soil. Each test was continued until failure and the effective principal stresses for the tests were: (kPa) Test No 1 2 3 200 300 400 S (kPa) at failure Plot the relevant Mohr stress circles and hence estimate the o' and e' values for the soil. S Would the soil fail is subjected to the following stress combinations: (a) o 200 kPa, o - (b) o = 400 kPa, o 570 875 1162 150 kPa, 100 kPa
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