基于博弈论组合赋权的边坡稳定性集对分析

刘国颂, 綦春明, 聂春龙, 胡杰

长江科学院院报 ›› 2014, Vol. 31 ›› Issue (6) : 83-88.

PDF(969 KB)
PDF(969 KB)
长江科学院院报 ›› 2014, Vol. 31 ›› Issue (6) : 83-88. DOI: 10.3969/j.issn.1001-5485.2014.06.0172014, 31(06):83-88
岩土工程

基于博弈论组合赋权的边坡稳定性集对分析

  • 刘国颂, 綦春明, 聂春龙, 胡杰
作者信息 +

Set Pair Analysis of Slope Stability Evaluation Based onCombination Weighting Game Theory

  • LIU Guo-song, QI Chun-ming, NIE Chun-long, HU Jie
Author information +
文章历史 +

摘要

针对多种不确定性因素影响的边坡稳定性评价问题, 提出了基于博弈论组合赋权的集对分析评价模型。首先综合选择了7项评价指标并建立了评价标准, 运用博弈论优化模型, 将由层次分析法和熵权法确定的主客观权重相结合, 避免了单一权重确定方法片面性的问题;然后利用集对分析理论, 通过对样本特征进行同一性、差异性、对立性分析, 计算得到了集对的同异反联系度;最后结合置信度准则(λ=0.6)判断出边坡的稳定等级。实例应用表明, 评价结果与灰关联分析、可拓评价的结果比较一致, 证明了方法是可行的。

Abstract

In view of slope stability evaluation affected by multiple uncertainty factors, we proposed a set pair analysis evaluation model based on combination weighting game theory. First, by comprehensively considering various factors, we selected seven indexes and established the evaluation criteria. The one-sidedness of single weight method is avoided by using the game theory optimization model to combine the subjective and objective weights which are calculated by analytic hierarchy process and entropy method respectively. Then we obtained the sets identity and discrepancy contrary by analyzing the identity, discrepancy and contradiction of the simple characteristics in set pair analysis. Finally, we identified the level of slope stability through the confidence criterion (λ=0.6). Case study shows that the evaluation results agree well with those by grey correlation analysis and extension evaluation, which proves that this method is feasible to estimating slope stability.

关键词

边坡稳定性 / 博弈论 / 集对分析 / 联系度

Key words

slope stability / game theory / set pair analysis / connection degree

引用本文

导出引用
刘国颂, 綦春明, 聂春龙, 胡杰. 基于博弈论组合赋权的边坡稳定性集对分析[J]. 长江科学院院报. 2014, 31(6): 83-88 https://doi.org/10.3969/j.issn.1001-5485.2014.06.0172014, 31(06):83-88
LIU Guo-song, QI Chun-ming, NIE Chun-long, HU Jie. Set Pair Analysis of Slope Stability Evaluation Based onCombination Weighting Game Theory[J]. Journal of Changjiang River Scientific Research Institute. 2014, 31(6): 83-88 https://doi.org/10.3969/j.issn.1001-5485.2014.06.0172014, 31(06):83-88
中图分类号: TU457   

参考文献

[1] 谢全敏, 陈立文, 夏元友. 基于案例挖掘的边坡稳定性智能评价系统研究[J]. 岩土力学, 2008, 29(1): 145-148.(XIE Quan-min, CHEN Li-wen, XIA Yuan-you. Study on Intelligent Evaluation System of Slope Stability Based on Case Mining [J]. Rock and Soil Mechanics, 2008, 29(1): 145-148. (in Chinese))
[2] 郭瑞清, 木合塔尔·扎日, 刘新喜. 基于自适应神经元模糊推理系统的岩质边坡稳定性评价方法[J]. 岩石力学与工程学报, 2006, 25(增1): 2785-2789. (GUO Rui-qing, ZARI M, LIU Xin-xi. Stability Evaluation Method of Rock Mass Slope Based on Adaptive Neural-net Work Based Fuzzy Interference System [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(Sup.1): 2785-2789. (in Chinese))
[3] 曾亚武, 田伟明. 边坡稳定性分析的有限元法与极限平衡法的结合[J]. 岩石力学与工程学报, 2005, 24(增2): 5355-5359. (ZENG Ya-wu, TIAN Wei-ming. Slope Stability Analysis by Combining FEM with Limit Equilibrium Method [J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(Sup.2): 5355-5359. (in Chinese))
[4] 方 薇, 杨果林, 刘晓红, 等. 非均质边坡稳定性极限分析上限法[J]. 中国铁道科学, 2010, 31(6):14-20. (FANG Wei, YANG Guo-lin, LIU Xiao-hong, et al. The Upper-bound Limit Analysis of the Inhomogeneous Slope Stability [J]. China Railway Science, 2010, 31(6): 14-20.(in Chinese))
[5] 郭明伟, 李春光, 王水林. 基于有限元应力的三维边坡稳定性分析[J]. 岩石力学与工程学报, 2012, 31(12): 2494-2500. (GUO Ming-wei, LI Chun-guang, WANG Shui-lin. Three-dimensional Slope Stability Analysis Based on Finite Element Stress [J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(12): 2494-2500. (in Chinese))
[6] 陈国庆, 黄润秋, 周 辉, 等. 边坡渐进破坏的动态强度折减法研究[J]. 岩土力学, 2013, 34(4):1140-1146. (CHEN Guo-qing, HUANG Run-qiu, ZHOU Hui, et al. Research on Progressive Failure for Slope Using Dynamic Strength Reduction Method [J]. Rock and Soil Mechanics, 2013, 34(4): 1140-1146. (in Chinese))
[7] 肖锐铧, 王思敬, 贺小黑, 等. 非均质边坡多级稳定性分析方法[J]. 岩土工程学报, 2013, 35(6):1062-1068.(XIAO Rui-hua, WANG Si-jing, HE Xiao-hei, et al. Multi-level Stability Analysis of Inhomogeneous Slopes [J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 1062-1068. (in Chinese))
[8] 郭院成, 陈 涛, 钱 辉. 基于强度折减的边坡动力安全系数确定方法研究[J]. 土木工程学报, 2012, 45(增2): 117-120. (GUO Yuan-cheng, CHEN Tao, QIAN Hui. The Determination Method of Dynamic Safety Factor for Slope Based on Strength Reduction [J]. China Civil Engineering Journal, 2012, 45(Sup.2): 117-120. (in Chinese))
[9] 刘勇健, 李彰明, 杨雪强. 岩质边坡稳定性评价的粗糙集-支持向量机方法[J]. 工程地质学报, 2009, 17(3): 322-328. (LIU Yong-jian, LI Zhang-ming, YANG Xue-qiang. Rough Set and Support Vector Machine Based Method for Evaluation of Rock Slope Stability [J]. Journal of Engineering Geology, 2009, 17(3):322-328.(in Chinese))
[10]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): 2643-2648. (XUE Xin-hua, ZHANG Wo-hua, LIU Hong-jun. Evaluation of Slope Stability Based on Genetic Algorithm and Fuzzy Neural Network [J]. Rock and Soil Mechanics, 2007, 28(12): 2643-2648. (in Chinese))
[11]薛新华, 张我华, 刘红军. 基于SOFM 神经网络的边坡稳定性评价[J]. 岩土力学, 2008, 29(8): 2236-2240. (XUE Xin-hua, ZHANG Wo-hua, LIU Hong-jun. Evaluation of Slope Stability Based on SOFM Neural Network [J]. Rock and Soil Mechanics, 2008, 29(8): 2236-2240. (in Chinese))
[12]李元松, 陈文峰, 李新平, 等. 基于模糊神经网络的边坡稳定性评价方法[J]. 武汉理工大学学报, 2013, 35(1): 113-118. (LI Yuan-song, CHEN Wen-feng, LI Xin-ping, et al. Stability Assessment of Rock Slope Based on Fuzzy Neural Network [J]. Journal of Wuhan University of Technology, 2013, 35(1): 113-118. (in Chinese))
[13]DODAGOUDAR G R, VENKATACHALAM G. Reliability Analysis of Slopes Using Fuzzy Sets Theory [J]. Computers and Geotechnics, 2000, 27(2): 101-115.
[14]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): 2627-2632. (HUANG Jian-wen, LI Jian-lin, ZHOU Yi-hong. Application of Fuzzy Analysis Based on AHP to Slope Stability Evaluation [J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(Sup.1): 2627-2632. (in Chinese))
[15]付士根. 基于模糊随机可靠性的边坡稳定性评价[J]. 中国安全生产科学技术, 2012, 8(8): 98-101. (FU Shi-gen. Stability Assessment of Opencast Mines Slope Based on Fuzzy Stochastic Reliability [J]. Journal of Safety Science and Technology, 2012, 8(8): 98-101. (in Chinese))
[16]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 Yu-ping, MO Hai-hong. 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))
[17]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): 2503-2509. (TAN Xiao-long, XU Wei-ya, LIANG Gui-lan. 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))
[18]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 Xian-meng, HU He-ping. Application of Set Pair Analysis Model Based on Entropy Weight to Comprehensive Evaluation of Water Quality [J]. Journal of Hydraulic Engineering, 2009, 40(3): 257-262. (in Chinese))
[19]王文圣, 金菊良, 李跃清. 基于集对分析的自然灾害风险度综合评价研究[J]. 四川大学学报(工程科学版), 2009, 41(6): 6-12. (WANG Wen-sheng, JIN Ju-liang, LI Yue-qing. Risk Degree Assessment of Natural Disaster Based on Set Pair Analysis Method [J]. Journal of Sichuan University (Engineering Science), 2009, 41(6): 6-12. (in Chinese))
[20]李文宾, 姚阿漫. 基于熵权的五元联系数在地下水水质评价中的应用[J]. 水资源与水工程学报, 2013, 24(2): 118-120. (LI Wen-bin, YAO A-man. Application of Five-element Connection Number in Evaluation of Groundwater Quality Based on Entropy [J]. Journal of Water Resources & Water Engineering, 2013, 24(2):118-120. (in Chinese))
[21]尚俊龙, 胡建华, 莫荣世, 等. 可爆性分级的博弈论-物元可拓预测模型及其应用[J]. 采矿与安全工程学报, 2013, 30(1): 86-92. (SHANG Jun-long, HU Jian-hua, MO Rong-shi, et al. Predication Model of Game Theory-matter-element Extension for Blast Ability Classification and Its Application [J]. Journal of Mining & Safety Engineering, 2013, 30(1): 86-92. (in Chinese))
[22]张志清, 陈 瑞, 沈 忱, 等. 基于博弈论的可拓评价方法在城市轨道交通路基养护质量评价中的应用[J]. 武汉理工大学学报(交通科学与工程版), 2012, 36(4): 691-694. (ZHANG Zhi-qing, CHEN Rui, SHEN Chen, et al. Application of Extension Assessment Method Based on Game Theory to Evaluate the Maintenance Quality of Urban Rail Transit Subgrade [J]. Journal of Wuhan University of Technology (Transportation Science & Engineering), 2012, 36(4): 691-694. (in Chinese))
[23]丁丽宏. 基于改进的灰关联分析和层次分析法的边坡稳定性研究[J]. 岩土力学, 2011, 32(11): 3437-3441. (DING Li-hong. Research on Estimation of Slope Stability Based on Improved Grey Correlation Analysis and Analytic Hierarchy Process [J]. Rock and Soil Mechanics, 2011, 32(11): 3437-3441. (in Chinese))

基金

湖南省教育厅资助项目(12C0366)

PDF(969 KB)

Accesses

Citation

Detail

段落导航
相关文章

/