A New Method for Slope Risk Stability Assessment: Combined Weighting and Improved Cloud Matter-Element Model

IF 1.8 Q3 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Wan-Rui Hu, Heng Liu, Xing-Tao Zhou, Bo Wei, Ceng Shang, Peng Guan
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引用次数: 0

Abstract

In order to accurately evaluate the grade of slope stability and reduce the risk of geological disasters, a comprehensive evaluation method of slope stability based on game theory and finite interval cloud matter element model is proposed. Firstly, based on the principles of scientificity, rationality, representativeness, feasibility, and coefficient of variation, the evaluation index system of slope stability is constructed. Then, the subjective and objective weights of the evaluation indexes are determined by the improved analytic hierarchy process (IAHP) and anti-entropy weight (AEW) respectively, which effectively reduces the deviation caused by the single weighting method. The comprehensive weight is determined based on game theory. Finally, the slope stability evaluation is carried out according to the finite interval cloud matter element model, and the expectation of multiple solutions is taken as the final evaluation result, which effectively solves the ambiguity in the evaluation process, and the confidence factor is introduced to measure the reliability of the result. This evaluation model is applied to three slopes in the engineering example, namely K1, K2, and K3. The results show that the stability levels of slope K1 and K3 are basically stable, the stability level of K2 is stable, and the evaluation results are consistent with the actual situation, which verifies the correctness of the model. The model has engineering application value in evaluating slope stability and can provide reference basis for slope treatment and prevention of safety accidents in the later stage.

Abstract Image

一种新的边坡风险稳定性评价方法:联合加权与改进的云物元模型
为了准确评价边坡稳定性等级,降低地质灾害风险,提出了一种基于博弈论和有限区间云物元模型的边坡稳定性综合评价方法。首先,根据科学性、合理性、代表性、可行性和变异系数原则,构建边坡稳定性评价指标体系;然后,分别采用改进的层次分析法(IAHP)和反熵权法(AEW)确定评价指标的主客观权重,有效降低了单一加权法造成的偏差;综合权重根据博弈论确定。最后,根据有限区间云物元模型对边坡稳定性进行评价,将多个解的期望值作为最终评价结果,有效地解决了评价过程中的歧义,并引入置信因子来衡量结果的可靠性。将该评价模型应用于工程实例中的K1、K2、K3三个边坡。结果表明,K1、K3边坡稳定水平基本稳定,K2边坡稳定水平稳定,评价结果与实际情况一致,验证了模型的正确性。该模型对边坡稳定性评价具有工程应用价值,可为后期边坡治理和安全事故预防提供参考依据。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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CiteScore
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19 weeks
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