A Fuzzy-AHP-based variable weight safety evaluation model for expansive soil slope-Reference-Cited by-同舟云学术

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A Fuzzy-AHP-based variable weight safety evaluation model for expansive soil slope

Published:2023-08-25 Issue:1 Volume:119 Page:559-581
ISSN:0921-030X
Container-title:Natural Hazards
language:en
Short-container-title:Nat Hazards

Author:

Ye Weimin,Gao Cen,Liu Zhangrong,Wang Qiong,Su Wei

Funder

National Key R&D Program of China

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Atmospheric Science,Water Science and Technology

Link

https://link.springer.com/content/pdf/10.1007/s11069-023-06130-7.pdf

Reference44 articles.

1. Abeykoon T, Trofimovs J (2021) Shear strength of unsaturated expansive soils from Queensland natural slopes. Int J Geomate 20(82):53–60. https://doi.org/10.21660/2021.82.Gx353

2. Bashir R, Sharma J, Stefaniak H (2016) Effect of hysteresis of soil-water characteristic curves on infiltration under different climatic conditions. Can Geotech J 53(2):273–284. https://doi.org/10.1139/cgj-2015-0004

3. Chen Y, Zhao J, Hu XH (2013) Research on the shear strength properties of expansive soils. Adv Civ Eng II. https://doi.org/10.4028/www.scientific.net/AMM.256-259.287

4. Dai ZJ, Chen SX, Li J (2018) The failure characteristics and evolution mechanism of the expansive soil trench slope. In: Panam unsaturated soil 2017: applications.

5. Dai ZJ, Guo JH, Luo HM, Li J, Chen SX (2020) Strength characteristics and slope stability analysis of expansive soil with filled fissures. Appl Sci Basel. https://doi.org/10.3390/app10134616

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