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Progressive failure analysis of orthotropic bridges

✍ Scribed by I.S. El-Sebakhy; J.B. Kennedy


Publisher
Elsevier Science
Year
1986
Tongue
English
Weight
946 KB
Volume
24
Category
Article
ISSN
0045-7949

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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