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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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