Open Access
| Issue |
E3S Web Conf.
Volume 512, 2024
2024 International Conference on Urban Construction and Transportation (UCT 2024)
|
|
|---|---|---|
| Article Number | 02005 | |
| Number of page(s) | 5 | |
| Section | Construction Material Research and Urban Environmental Planning | |
| DOI | https://doi.org/10.1051/e3sconf/202451202005 | |
| Published online | 10 April 2024 | |
- Zhou Yong. Application of prestressed anchor cables in geotechnical slope engineering treatment [J]. Metallurgy and Materials, 2018,38 (05): 116–117 [Google Scholar]
- Karthik A. V. R.,Manideep Regunta,Chavda Jitesh T.. Sensitivity analysis of slope stability using finite element method[J]. Innovative Infrastructure Solutions,2022,7(2) [Google Scholar]
- Liang Guanting, He Lin. Analysis of Slope Engineering Stability and Treatment Measures [J]. World Non ferrous Metals, 2018 (06): 202–204 [Google Scholar]
- Chen Y, Chen Y, Lin H, Hu H. Nonlinear Strength Reduction Method of Rock Mass in Slope Stability Evaluation [J]. Materials. 2023; 16(7):2793. [CrossRef] [PubMed] [Google Scholar]
- Wang, J., Li, H., Jiang, Y. et al. Slope monitoring optimization considering three-dimensional deformation and failure characteristics using the strength reduction method: A case study [J]. Sci Rep, 2023, 13, 4049. [CrossRef] [PubMed] [Google Scholar]
- Naeij, Morteza & ghasemi, Hussein & Ghafarian, S. Danial & Javanmardi, Yousef. Explicit finite element analysis of slope stability by strength reduction[J]. Geomechanics and Engineering. 2021, 26, 10, 12989 [Google Scholar]
- Shiguo Xiao, Wei Dong Guo, and Jinxiu Zeng. 2017. Factor of safety of slope stability from deformation energy [J]. Canadian Geotechnical Journal. 2017, 55 (2): 296–302. [Google Scholar]
- Kaveh, A. & Hamze-Ziabari, S. M. & Bakhshpoori, Taha. (2018). Soft computing-based slope stability assessment: A comparative study[J]. Geomechanics and Engineering. 2018, 14. 257–269. [Google Scholar]
- Song, K., Wang, F., Zuo, Q. et al. Successful disaster management of the July 2020 Shaziba landslide triggered by heavy rainfall in Mazhe Village, Enshi City, Hubei Province, China[J]. Landslides,2021,18, 3503–3507. [CrossRef] [Google Scholar]
- D. J. Robert, A Modified Mohr-Coulomb Model to Simulate the Behavior of Pipelines in Unsaturated Soils[J]. Computers and Geotechnics, 2017,Vol 91, 146–160. [CrossRef] [Google Scholar]
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