Numerical analysis of the effect of filter gabion against slope stability due to torrential rainfall-Reference-Cited by-同舟云学术

Numerical analysis of the effect of filter gabion against slope stability due to torrential rainfall

Published:2024-07-11 Issue:8 Volume:83 Page:
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Cho May Than Thar,Saito Hirotaka,Hattori Toshihiro,Kohgo Yuji

Funder

Japan Society for the Promotion of Science

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s10064-024-03813-8.pdf

Reference51 articles.

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2. Bishop AW (1954) The use of pore-pressure coefficients in practice. Géotechnique 4(4):148–152. https://doi.org/10.1680/geot.1954.4.4.148

3. Bui HH, Fukagawa R, Sako K, Wells JC (2011) Slope stability analysis and discontinuous slope failure simulation by elastoplastic smoothed particle hydrodynamics (SPH). Géotechnique 61(7):565–574. https://doi.org/10.1680/geot.9.P.046

4. Cho MTT, Chueasamat A, Hori T, Saito H, Kohgo Y (2021) Effectiveness of filter gabions against slope failure due to heavy rainfall. Soils Found 61:480–495. https://doi.org/10.1016/j.sandf.2021.01.010

5. Cho MTT, Chueasamat A, Saito H, Kohgo Y (2019) Performance of filter gabion with pipe as a simple countermeasure against slope failures due to torrential rainfalls. 7th Asia-Pacific Conf on Unsaturated Soils (AP-UNSAT2019) 7(2):223–233. https://doi.org/10.3208/jgssp.v07.035

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