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Finite element analysis of progressive failure: Two case studies

โœ Scribed by G.T. Dounias; D.M. Potts; P.R. Vaughan


Publisher
Elsevier Science
Year
1988
Tongue
English
Weight
732 KB
Volume
6
Category
Article
ISSN
0266-352X

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Finite element analysis of progressive f
โœ N.-E. Wiberg; M. Koponen; K. Runesson ๐Ÿ“‚ Article ๐Ÿ“… 1990 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 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