A practical numerical approach for large
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Hu, Y.; Randolph, M. F.
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Article
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1998
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John Wiley and Sons
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English
โ 404 KB
A practical method is presented for numerical analysis of problems in solid (in particular soil) mechanics which involve large strains or deformations. The method is similar to what is referred to as 'arbitrary Lagrangian-Eulerian', with simple infinitesimal strain incremental analysis combined with