Finite element analysis of progressive f
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N.-E. Wiberg; M. Koponen; K. Runesson
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Article
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1990
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John Wiley and Sons
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English
โ 575 KB
Progressive failure in long natural clay slopes with an underlying weak shear zone is studied. The clay slope is assumed to be elastic-perfectly plastic, whereas the shear zone may have an elastic-plastic strain softening behaviour. The failure will occur due to the development of large shear deform