Nonlinear Shear-Strength Reduction Technique for Stability Analysis of Uniform Cohesive Slopes with a General Nonlinear Failure Criterion
| Autor(en): |
Chaowei Sun
(Associate Professor, Shaanxi Key Laboratory of Safety and Durability of Concrete Structures, Xijing Univ., Xi’an 710123, China (corresponding author))
Junrui Chai (Professor, State Key Laboratory Base of Eco-hydraulics Engineering in Northwest Arid Area, Xi’an Univ. of Technology, Xi’an 710048, China.) Tao Luo
(Associate Professor, Shaanxi Key Laboratory of Safety and Durability of Concrete Structures, Xijing Univ., Xi’an 710123, China)
Zengguang Xu (Professor, State Key Laboratory Base of Eco-hydraulics Engineering in Northwest Arid Area, Xi’an Univ. of Technology, Xi’an 710048, China.) Xingzhou Chen (Professor, College of Architectural and Civil Engineering, Xi’an Univ. of Science and Technology, Xi’an 710054, China.) Yuan Qin (Associate Professor, State Key Laboratory Base of Eco-hydraulics Engineering in Northwest Arid Area, Xi’an Univ. of Technology, Xi’an 710048, China.) Bin Ma (Professor, Shaanxi Key Laboratory of Safety and Durability of Concrete Structures, Xijing Univ., Xi’an 710123, China.) |
|---|---|
| Medium: | Fachartikel |
| Sprache(n): | Englisch |
| Veröffentlicht in: | International Journal of Geomechanics, Januar 2021, n. 1, v. 21 |
| Seite(n): | 06020033 |
| DOI: | 10.1061/(asce)gm.1943-5622.0001885 |
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10606581 - Veröffentlicht am:
08.05.2021 - Geändert am:
08.05.2021
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