## Abstract Conventional methods of slices used for slope stability analysis satisfying all equilibrium conditions involves generally solving two highly nonβlinear equations with respect to two unknowns, i.e. the factor of safety and the associated scaling parameter. To solve these two equations, c
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Analytical solutions for three-dimensional stability of limited slopes
β Scribed by Xiao-he Xia; Chang-yu Han; Jian-hua Wang
- Book ID
- 113099594
- Publisher
- Chinese Electronic Periodical Services
- Year
- 2012
- Tongue
- English
- Weight
- 463 KB
- Volume
- 17
- Category
- Article
- ISSN
- 1007-1172
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