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Finite element failure analysis of schifflerized angles

โœ Scribed by S.M.R. Adluri; M.K.S. Madugula; G.R. Monforton


Publisher
Elsevier Science
Year
1991
Tongue
English
Weight
722 KB
Volume
41
Category
Article
ISSN
0045-7949

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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