[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))
