Evaluation of toppling rock slopes using a composite cloud model with DEMATEL-CRITIC method

被引:2
|
作者
Wang, Huan-ling [1 ]
Zhao, Xu-fei [1 ]
Chen, Hong-jie [2 ]
Yi, Kui [2 ]
Xie, Wei-chau [3 ]
Xu, Wei-ya [1 ]
机构
[1] Hohai Univ, Res Inst Geotech Engn, Nanjing 210098, Peoples R China
[2] Huaneng Lancang River Hydropower Ltd, Technol R&D Ctr, Kunming 650214, Peoples R China
[3] Univ Waterloo, Dept Civil & Environm Engn, Waterloo, ON N2L 3G1, Canada
关键词
Toppling rock slope; Safety evaluation; Composite cloud model; DEMATEL; CRITIC; Huangdeng Hydropower Project; MANAGEMENT;
D O I
10.1016/j.wse.2023.04.002
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Safety evaluation of toppling rock slopes developing in reservoir areas is crucial. To reduce the uncertainty of safety evaluation, this study developed a composite cloud model, which improved the combination weights of the decision-making trial and evaluation laboratory (DEMATEL) and criteria importance through intercriteria correlation (CRITIC) methods. A safety evaluation system was developed according to in situ monitoring data. The backward cloud generator was used to calculate the numerical characteristics of a cloud model of quantitative indices, and different virtual clouds were used to synthesize some clouds into a generalized one. The synthesized numerical characteristics were calculated to comprehensively evaluate the safety of toppling rock slopes. A case study of a toppling rock slope near the Huangdeng Hydropower Station in China was conducted using monitoring data collected since operation of the hydropower project began. The results indicated that the toppling rock slope was moderately safe with a low safety margin. The composite cloud model considers the fuzziness and randomness of safety evaluation and enables interchange between qualitative and quantitative knowledge. This study provides a new theoretical method for evaluating the safety of toppling rock slopes. It can aid in the predication, control, and even prevention of disasters. & COPY; 2023 Hohai University. Production and hosting by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http:// creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:280 / 288
页数:9
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