Stability Analysis of Geosynthetic-Reinforced Slopes Considering Multiple Potential Failure Mechanisms Based on the Upper Bound Theorem-Reference-Cited by-同舟云学术

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Stability Analysis of Geosynthetic-Reinforced Slopes Considering Multiple Potential Failure Mechanisms Based on the Upper Bound Theorem

Published:2024-02 Issue:2 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Peng-Yu¹^ORCID,Dou Hong-Qiang²^ORCID,Nie Wen-Feng³

Affiliation:

1. Zijin School of Geology and Mining, Fuzhou Univ., Fuzhou 350116, China. ORCID: .

2. Zijin School of Geology and Mining, Fuzhou Univ., Fuzhou 350116, China (corresponding author). ORCID: .

3. Kunming Survey, Design and Research Institute Co., Ltd. of CREEC, Kunming 650200, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8428

Reference36 articles.

1. The role of geosynthetics in reducing the fluidisation potential of soft subgrade under cyclic loading

2. The use of the Slip Circle in the Stability Analysis of Slopes

3. Chen W. F. 2007. Limit analysis and soil plasticity. Amsterdam The Netherlands: Elsevier.

4. Investigation on possible failure modes of geotextile reinforced slopes and stability analysis methods based on Coulomb theory;Chen Z.;China Civ. Eng. J.,2016

5. Noncircular Deterministic and Stochastic Slope Stability Analyses and Design of Simple Geosynthetic-Reinforced Soil Slopes

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