Finite element analyses of isotropic and
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C. T. Toh; S. W. Sloan
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Article
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1980
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John Wiley and Sons
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English
⚖ 833 KB
## Abstract One major problem encountered when using the finite element method to simulate the load–deformation behaviour of an elasto‐plastic soil mass is that the theoretical collapse load is generally exceeded, and in some cases the numerical solution fails to exhibit a collapse load. A mixed va