System safety assessment with efficient probabilistic stability analysis of engineered slopes along a new rail line-Reference-Cited by-同舟云学术

System safety assessment with efficient probabilistic stability analysis of engineered slopes along a new rail line

Published:2022-01 Issue:1 Volume:81 Page:
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Wang Tengfei^ORCID,Luo Qiang,Li Zhengtao,Zhang Wensheng,Chen Weihang,Wang Liyang

Funder

National Natural Science Foundation of China

Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety

Fundamental Research Funds for the Central Universities

China Postdoctoral Science Foundation

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s10064-021-02555-1.pdf

Reference56 articles.

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3. Calle EOF (1985) Probabilistic analysis of stability of earth slopes. In: Proc. of 11th International Conference on Soil Mechanics and Foundation Engineering. San Francisco: Balkema, pp 809–812

4. Chehlafi A, Kchikach A, Derradji A, Mequedade N (2019) Highway cutting slopes with high rainfall erosion in Morocco: evaluation of soil losses and erosion control using concrete arches. Eng Geol 260:105200. https://doi.org/10.1016/j.enggeo.2019.105200

5. Cheung RWM, Tang WH (2005) Reliability of deteriorating slopes. J Geotech Geoenvironmental Eng 131:589–597. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:5(589)

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