基于熵权–集对的边坡稳定性研究

doi:10.13722/j.cnki.jrme.2017.1407

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摘要

考虑露天矿边坡稳定性的影响因素，选取多项指标构建评价指标与分级标准的集对体系，建立评价系统的单指标与标准等级的同、异、反联系度，确定边坡安全等级。基于集对分析理论，依据效益型指标与成本型指标，进一步计算多指标与各评价标准组成的不同形式的多元集对联系度；基于熵理论，确定各评价指标的熵与权重，耦合进入集对联系度函数中，建立边坡熵权–集对综合联系度评价模型，进行多指标多元联系度的深层次剖析，最终采用置信度准则进行稳定性等级的综合判定。研究结果表明，评价结果满足工程要求，二期边坡稳定性现状与实际相符，开挖后的三期边坡工程基本稳定，且较二期工程稳定性有所提高，有利于现场三期工程开挖预测与维稳避险。提出的熵权–集对评价体系能深入客观地对露天矿边坡及开挖稳定性进行综合评价。

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	张旭1
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	周绍武1
	林鹏2
	谭卓英3
	陈卓4
	蒋树1

关键词 ：边坡工程, 露天矿, 熵, 集对分析, 联系度, 稳定性

Abstract：

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.

Key words： slope engineering open pit mine entropy set pair analysis connection degree stability

引用本文:

张旭1，2，周绍武1，林鹏2，谭卓英3，陈卓4，蒋树1. 基于熵权–集对的边坡稳定性研究[J]. 岩石力学与工程学报, 2018, 37(S1): 3400-3410.
ZHANG Xu1，2，ZHOU Shaowu1，LIN Peng2，TAN Zhuoying3，CHEN Zhuo4，JIANG Shu1. Slope stability evaluation based on entropy coefficient-set pair analysis. , 2018, 37(S1): 3400-3410.

链接本文:

https://rockmech.whrsm.ac.cn/CN/10.13722/j.cnki.jrme.2017.1407 或 https://rockmech.whrsm.ac.cn/CN/Y2018/V37/IS1/3400

[1]	姚环，郑振，简文彬，等. 公路岩质高边坡稳定性的综合评价研究[J]. 岩土工程学报，2006，28(5)：558-563.(YAO Huan，ZHENG Zhen，JIAN Wenbin，et al. Comprehensiveevaluation and research on stability of high lithological slope ofexpressway[J]. Chinese Journal of Geotechnical Engineering，2006，28(5)：558-563.(in Chinese))
[2]	朱玉平，莫海鸿. 灰关联分析法在岩质边坡稳定性评价中的应用[J].岩石力学与工程学报，2004，23(6)：915-919.(ZHU Yuping，MO Haihong. Application of gray correlation analysis to rock slope stability estimation[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(6)：915-919.(in Chinese))
[3]	谢全敏，夏元友. 岩体边坡稳定性的可拓聚类预测方法研究[J]. 岩石力学与工程学报，2003，22(3)：438-441.(XIE Quanmin，XIA Yuanyou. Extension classification prediction method for the stability of rock-mass slopes[J]. Chinese Journal of Rock Mechanics and Engineering，2003，22(3)：438-441.(in Chinese))
[4]	黄建文，李建林，周宜红. 基于AHP的模糊评判法在边坡稳定性评价中的应用[J]. 岩石力学与工程学报，2007，26(增1)：2 627-2 632.(HUANG Jianwen，LI Jianlin，ZHOU Yihong. Application of fuzzy analysis based on AHP to slope stability evaluation[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(Supp.1)：2 627-2 632.(in Chinese))
[5]	孟衡. 模糊数学在岩质边坡稳定性分析中的应用[J]. 岩土工程技术，2008，22(4)：178-181.(MENG Heng. Application of fuzzy mathematics to rock-slope stability analysis[J]. Geotechnical EngineeringTechnique，2008，22(4)：178-181.(in Chinese))
[6]	张勇慧，李红旭，盛谦，等. 基于模糊综合评判的公路岩质边坡稳定性分级研究[J]. 岩土力学，2010，31(10)：3 151-3 156. (ZHANG Yonghui，LI Hongxu，SHENG Qian，et al. Study of stability gradation of highway rock slopes based on fuzzy comprehensive evaluation[J]. Rock and Soil Mechanics，2010，31(10)：3 151-3 156.(in Chinese))
[7]	薛新华，张我华，刘红军. 基于遗传算法和模糊神经网络的边坡稳定性评价[J]. 岩土力学，2007，28(12)：2 643-2 648.(XUE Xinhua，ZHANG Wohua，LIU Hongjun. Evaluation of slope stability based on genetic algorithm and fuzzy neural network[J]. Rock and Soil Mechanics，2007，28(12)：2 643-2 648.(in Chinese))
[8]	司俊燕，郭海庆，徐飞，等. PSO-PP模型在岩石高边坡稳定性评价中的应用[J]. 水电能源科学，2011，29(1)：79-82.(SI Junyan，GUO Haiqing，XU Fei，et a1. PSO-PP model for high rock slope stability evaluation and its application[J]. Water Resources and Power，2011，29(1)：79-82.(in Chinese))
[9]	赵志峰，徐卫亚. 基于突变理论的边坡安全稳定性综合评价[J]. 岩石力学与工程学报，2007，26(1)：2 707-2 711.(ZHAO Zhifeng，XU Weiya. Comprehensive assessment of slope safety and stability based on catastrophe theory[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(1)：2 707-2 711.(in Chinese))
[1]	张菊连，沈明荣. 高速公路边坡稳定性评价新方法[J]. 岩土力学，2011，32(12)：3 623-3 629.(ZHANG Julian，SHEN Mingrong. A new approach to expressway slope stability assessment[J]. Rock and Soil Mechanics，2011，32(12)：3 623-3 629.(in Chinese))
[2]	谈小龙，徐卫亚，梁桂兰. 可拓方法在岩石边坡整体安全评价中的应用[J]. 岩石力学与工程学报，2009，28(12)：2 503-2 509.(TAN Xiaolong，XU Weiya，LIANG Guilan. Application of extenics method to comprehensive safety evaluation of rock slope[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(12)：2503-2509.(in Chinese))
[3]	赵克勤. 集对分析及其初步应用[M]. 杭州：浙江科学技术出版社，2000：1-88.(ZHAO Keqin. Set pair analysis and its application[M]. Hangzhou：Zhejiang Science and Technology Press，2000：1-88.(in Chinese))
[10]	高洁，盛昭瀚. 集对分析聚类预测法及其应用[J]. 系统工程学报，2002，17(5)：458-462.(GAO Jie，SHENG Zhaohan. Method and application of set pair analysis clustering prediction[J]. Journal of Systems Engineering，2002，17(5)：458-462.(in Chinese))
[11]	王广月，齐波，付志前，等. 地基处理决策的集对分析模型及其应用[J]. 岩土力学，2003，24(增)：85-87.(WANG Guangyue，QI Bo，FU Zhiqian，et al. SPA model and application for the decisionon round treatment[J]. Rock and Soil Mechanics，2003，24(Supp.)：85-87.(in Chinese))
[12]	邓红霞，李存军，赵太想，等. 基于SPA 的水文预测模型评估[J]. 四川大学学报：工程科学版，2006，38(6)：34-37.(DENG Hongxia，LI Chunjun，ZHAO Taixiang，et al. Evaluation of hydrologic forecast model based on SPA[J]. Journal of Sichuan University：Engineering Science Edition，2006，38(6)：34-37.(in Chinese))
[13]	郑贤斌，陈国明. 基于SPA 安全综合评价方法及其应用[J]. 哈尔滨工业大学学报，2006，38(2)：290-293.(ZHENG Xianbin，CHEN Guoming. Safety comprehensive assessment method based on set pair analysis and its application[J]. Journal of Harbin Institute of Technology，2006，38(2)：290-293.(in Chinese))
[14]	孟宪萌，胡和平. 基于熵权的集对分析模型在水质综合评价中的应用[J]. 水利学报，2009，40(3)：257-262.(MENG Xianmeng，HU Heping. Application of set pair analysis model based on entropy weight tocomprehensive evaluation of water quality[J]. Journal of Hydraulic Engineering，2009，40(3)：257-262.(in Chinese))
[15]	郑志宏，魏明华. 基于熵值法的改进集对分析水质模糊评价[J]. 河海大学学报：自然科学版，2013，41(2)：136-139.(ZHENG Zhihong，WEI Minghua. Water quality fuzzy evaluation based onentropy method-improved set pair analysis[J]. Journal of Hohai University：Natural Science，2013，41(2)：136-139.(in Chinese))
[16]	林孝松. 公路边坡安全评价集对分析模型研究[J]. 西南师范大学学报：自然科学版，2011，33(6)：28-33.(LIN Xiaosong. Safety evaluation of highway slope withthe set pair analysis model[J]. Journal of Southwestern Normal University：Natural Science，2011，33(6)：28-33.(in Chinese))
[17]	吴大国，汪明武，张薇薇. 基于模糊集对分析的黄土路堑边坡稳定性评价方法[J]. 岩土力学，2008，28(增)：435-438.(WU Daguo，WANG Mingwu，ZHANG Weiwei. Stability analysis method of loess cutting slopebased on fuzzy set pair analysis[J]. Rock and Soil Mechanics，2008，28(Supp.)：435-438.(in Chinese))
[18]	刘洋洋，李永强，郭增长，等. 基于熵权-集对分析的山区丘陵公路边坡安全评价——以河南省修武县为例[J]. 安全与环境学报，2017，17(5)：1 681-1 685.(LIU Yangyang，LI Yongqiang，GUO Zengzhang，et al. Entropy weight set pair analysis ofhighway slope and its safety assessmentin the mountainous areas—by takingXiuwu County，Henan，as a samplecase[J]. Journal of Safety and Environment，2017，17(5)：1 681-1 685.(in Chinese))
[19]	王海涛，王素萍. 基于集对层次分析法的围岩分类等级研究[J]. 大连交通大学学报，2015，36(5)：88-91.(WANG Haitao，WANG Suping. Surrounding rock classification study based on set pair analytic hierarchy process[J]. Journal of Dalian Jiaotong University，2015，36(5)：88-91.(in Chinese))
[20]	秦植海，秦鹏. 高边坡稳定性评价的模糊层次与集对分析耦合模型[J].岩土工程学报，2010，32(5)：706-711.(QIN Zhihai，QIN Peng. Evaluation coupling model for high slope stability based on fuzzy analytical hierarchy process-set pair analysis method[J]. Chinese Journal of Geotechnical Engineering，2010，32(5)：706-711.(in Chinese))
[21]	桂蕾，殷坤龙，刘长春. 基于集对分析的巴东新城区滑坡灾害空间预测[J]. 岩石力学与工程学报，2012，31(增1)：2 653-2 659. (GUI Lei，YIN Kunlong，LIU Changchun. Spatial prediction of landslide hazards in new site of badong county based on set pair analysis[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(Supp.1)：2 653-2 659.(in Chinese))
[22]	DECAI H，KEQIN Z，PING Z. Uncertainty network planning technique using the connection number a + bi of set pair analysis[C]// Proceedings of the 3rd World Congress on Intelligent Control and Automation. Hefei：IEEE，2000：1 997-2 000.
[23]	LIU Y C，CHEN C S. A new approach for application of rock mass classification on rock slope stability assessment[J]. Engineering Geology，2007，89：129-143.
[24]	王思敬，李焯芬. 三峡永久船闸岩石工程整体质量[J]. 岩石力学与工程学报，2001，20(5)：589-596.(WANG Sijing，LEE C F. Global quality of rock works for permanent shiplock of the three gorges project on Yangtze river，China[J].Chinese Journal of Rock Mechanics and Engineering，2001，20(5)：589-596.(in Chinese))
[25]	邱林，冯晓波，冯丽云，等. 集对分析法在湖泊水质富营养化评价中的应用[J]. 人民长江，2008，39(5)：52-54.(QIU Lin，FENG Xiaobo，FENG Liyun，et al. Set pair analysis method in the application of lake eutrophication evaluation[J].Yangtze River，2008，39(5)：52-54.(in Chinese))