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
โฆ LIBER โฆ
Progressive failure mechanism in one-dimensional stability analysis of shallow slope failures
โ Scribed by Chia-Nan Liu
- Book ID
- 106319921
- Publisher
- Springer
- Year
- 2009
- Tongue
- English
- Weight
- 226 KB
- Volume
- 6
- Category
- Article
- ISSN
- 1612-510X
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