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2D plane strain modelling "soil nail" Question

2D plane strain modelling "soil nail" Question

2D plane strain modelling "soil nail" Question

(OP)
Hi There,

I am going to model a 3D soil nail wall as 2D plane strain and wondering to know what modification I should make in nail's "E,A,...." and coefficient factor between soil and nail to equivalent 3D problem to 2D.

I highly appreciate your help

Thank you  

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