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Horizontal Stress in one-dimensional loading by Cam-Clay Model
Posted 4 ott 2019, 11:29 GMT-4 General, Geomechanics, Parameters, Variables, & Functions 0 Replies
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Hi everyone,
I am trying to simulate a cylinder filled material with a vertical one-dimension loading using Cam-Clay model in 2-D axisymmetry. I have been following the "Isotropic Compression" provided example, but only applying vertical load.
My question is: Does cam-clay model in COMSOL compute the mean effective stress considering the horizontal stress (defined by K0 value)? Or is the mean effective stress calculated considering zero horizontal stress (since I have not defined any horizontal stress boundary load)?
If it's the second case, what are your suggestions on implementing the horizontal stress from the earth pressure constant? Thank you!
Sina
Hello Sina
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