Data from triaxial results are shown below in the form of Mohr Circle diagram with failure envelopes for total and effective stresses. Find excess pore water pressure, u (kPa) effective stress total stress 100 50 σ (kPa) 50 O3= 150 250 O=366

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Subject: soil mechanics

Data from triaxial results are shown below in the form of Mohr Circle diagram with failure envelopes
for total and effective stresses.
Find excess pore water pressure, u
(kPa)
effective stress
- total stress
100
50
σ (kPa)
50
O3= 150
250
OF 366
u
33.
Transcribed Image Text:Data from triaxial results are shown below in the form of Mohr Circle diagram with failure envelopes for total and effective stresses. Find excess pore water pressure, u (kPa) effective stress - total stress 100 50 σ (kPa) 50 O3= 150 250 OF 366 u 33.
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