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Re: Capillary Triaxial test

 

Hello,
in the situation you are (did you compacted the sample with autoCompressionActivation=True? I guess yes.) you can:

- go back and make a sample compaction with autoCompressionActivativation=False. This will not automatically save the simulation after the compaction phase. But with few lines you can do it by python scripting:

triax.autoCompressionActivation=False
while 1:
    O.run(10000,True)
    if triax.unbalancedForce<0.0001:
        break
O.save('CompactedSample.xml')

- if you want to use the .xml you already have, the only to force the code to NOT load traxially, is to put:

triax.currentState=1 (https://www.yade-dem.org/sphinx/yade.wrapper.html?highlight=currentstate#yade.wrapper.TriaxialCompressionEngine.currentState)
triax.autoCompressionActivation=False

which is much less elegant, but should work for your needs.


Bye, Emanuele.


On 03/15/2011 01:47 PM, Latifa Elghezal wrote:
Hello,
In fact, what I want to do is to load the xml file generated after compaction under isotropic stresses with a python file (in which, I vary capillary pressure each 10000 iterations) and running it without triaxial loading, in order to observe this variation's effect on the sample's behavior. (if I delete the triaxial compression engine, a segmentation error was generated).

Best regards,
Latifa El Ghezal

2011/3/15 Latifa El Ghezal <latifa.elghezal@xxxxxxxxx <mailto:latifa.elghezal@xxxxxxxxx>>

    Hello,

    I would like to ask, if it is possible to use Capillary Triaxial test
    preprocessor without applying deviatoric stresses. I just tried to
    assign all 'wall activated = 1' but I still have a heavy increase
    in the
    sigma1 values comparing to sigma3 ones.

    Best regards,
    Latifa El Ghezal
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--
Emanuele Catalano
Doctorant - Laboratoire Sol, Solides, Structures et Risques
Institut polytechnique de Grenoble

Tel : 04 56 52 86 49


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