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Re: [Question #688979]: period triaxial test under cyclic shear load

To: yade-users@xxxxxxxxxxxxxxxxxxx
From: yangsiyuan <question688979@xxxxxxxxxxxxxxxxxxxxx>
Date: Wed, 26 Feb 2020 08:44:42 -0000
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Question #688979 on Yade changed:
https://answers.launchpad.net/yade/+question/688979

    Status: Needs information => Open

yangsiyuan gave more information on the question:
Thanks for your reply！

Well, I want to use the undrained cyclic triaxial test to simulate sand
liquefaction. Under the action of cyclic shear load, the effective
stress gradually decreases as the number of cycles increases. If the
material is anisotropic, will there be an effect on the effective
stress?

In addition, I would like to ask whether pore pressure is considered in
the periodic undrained triaxial shear test？

Thanks！

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