Slope stability evaluation based on entropy coefficient-set pair analysis

被引:0
|
作者
Zhang X. [1 ,2 ]
Zhou S. [1 ]
Lin P. [2 ]
Tan Z. [3 ]
Chen Z. [4 ]
Jiang S. [1 ]
机构
[1] China Three Gorges Corporation, Beijing
[2] Department of Hydraulic Engineering, Tsinghua University, Beijing
[3] School of Civil and Resources Engineering, University of Science and Technology Beijing, Beijing
[4] China Three Gorges New Energy Co. Ltd. Xinan, Chengdu, 610000, Sichuan
基金
中国国家自然科学基金;
关键词
Connection degree; Entropy; Open pit mine; Set pair analysis; Slope engineering; Stability;
D O I
10.13722/j.cnki.jrme.2017.1407
中图分类号
学科分类号
摘要
Considering the influence factors of slope stability and selecting multi-indexes to build a set-pair system of evaluation indexes and classification standards, the unified, different and opposite connection degrees of each index and standard level were built in evaluation system to determine the slope safety level. According to benefit type index and cost type index, the multiple set pair connection degrees consisted of multi-index and evaluation standards in different forms were further calculated based on the set pair analysis theory. The entropy and weight of each index were determined based on entropy theory, the comprehensive connection degree evaluation model of slope entropy weight-set pair were established by coupling entropy weight to the set pair connection degree. Analyzed the multi-index and multivariate connection degree deeply and adopted the confidence criterion to assess the stability comprehensively. The evaluation results meet engineering requirements and show that, the second phase of slope stability status is in accordance with the actual, the third phase of slope stability after excavated will be stable basically which is a little better than before excavated, so that it is beneficial to make a forecast about slope stability and avoiding danger in the third phase of excavation engineering. The proposed evaluation system of entropy weight-set pair can give a comprehensive evaluation of the slope and excavation stability objectively and deeply. © 2018, Science Press. All right reserved.
引用
收藏
页码:3400 / 3410
页数:10
相关论文
共 28 条
  • [1] Yao H., Zheng Z., Jian W., Et al., Comprehensive evaluation and research on stability of high lithological slope of expressway, Chinese Journal of Geotechnical Engineering, 28, 5, pp. 558-563, (2006)
  • [2] Zhu Y., Mo H., Application of gray correlation analysis to rock slope stability estimation, Chinese Journal of Rock Mechanics and Engineering, 23, 6, pp. 915-919, (2004)
  • [3] Xie Q., Xia Y., Extension classification prediction method for the stability of rock-mass slopes, Chinese Journal of Rock Mechanics and Engineering, 22, 3, pp. 438-441, (2003)
  • [4] Huang J., Li J., Zhou Y., Application of fuzzy analysis based on AHP to slope stability evaluation, Chinese Journal of Rock Mechanics and Engineering, 26, pp. 2627-2632, (2007)
  • [5] Meng H., Application of fuzzy mathematics to rock-slope stability analysis, Geotechnical Engineering Technique, 22, 4, pp. 178-181, (2008)
  • [6] Zhang Y., Li H., Sheng Q., Et al., Study of stability gradation of highway rock slopes based on fuzzy comprehensive evaluation, Rock and Soil Mechanics, 31, 10, pp. 3151-3156, (2010)
  • [7] Xue X., Zhang W., Liu H., Evaluation of slope stability based on genetic algorithm and fuzzy neural network, Rock and Soil Mechanics, 28, 12, pp. 2643-2648, (2007)
  • [8] Si J., Guo H., Xu F., Et al., PSO-PP model for high rock slope stability evaluation and its application, Water Resources and Power, 29, 1, pp. 79-82, (2011)
  • [9] Zhao Z., Xu W., Comprehensive assessment of slope safety and stability based on catastrophe theory, Chinese Journal of Rock Mechanics and Engineering, 26, 1, pp. 2707-2711, (2007)
  • [10] Zhang J., Shen M., A new approach to expressway slope stability assessment, Rock and Soil Mechanics, 32, 12, pp. 3623-3629, (2011)