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Triaxial Test

Posted 26 mars 2012, 18:43 UTC−4 Geomechanics, Structural Mechanics Version 4.2a 1 Reply

Belgacem Jellali
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I have studied the triaxial test example, "axisymetric" case, which is CU (Consolidated Undrained).This means no variation of pore pressure in the soil.
And, how to proceed if one needs to take account of any variation of the pore pressure in the soil ?
1 Reply Last Post 15 nov. 2012, 13:49 UTC−5
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Hello Belgacem Jellali

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Quan Gao
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Posted: 1 decade ago 15 nov. 2012, 13:49 UTC−5
I have similar problem. Have you resolve it? we can communicate it .
I have similar problem. Have you resolve it? we can communicate it .

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