I have to analyse retaining wall with backfill and foundation. I used dracker prager model for soil and elastic isotropic material for retaining wall. But I can not give interface between them.how can i give interface with normal and shear stiffness.
Retaining wall, foundation and backfill in ansys civilfem
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- Last Post 27 February 2019
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You can use frictional contact between the solid body representing the wall and the solid body representing the soil.
Sir, I'm very new to Ansys could you please explain it in detail.
Sir, I am very new to ansys could u plz explain it in detail
Since you've added the paper to the new thread I'll lock this one. Please only post in one thread for a problem, and remember most people covering the Community are volunteers so may take a day or two to respond.
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