Citation: | WEI Hanbo, SUN Shiguo, GAO Qian, GAO Zhenlin. 2008: APPLICATION OF CRITICAL SLIDING FIELD ALGORITHM IN SLOPE DESIGN OF WASTE-DUMP FOR LONGQIAO MINE. JOURNAL OF ENGINEERING GEOLOGY, 16(2): 278-282. |
[1] 朱大勇,周早生.边坡全局临界滑动场(GCSF)理论及工程应用
[J].土木工程学报,1999,(3): 66~67. Zhu Dayong, Zhou Zaosheng. Theory of globally critical slip field of slopes and its application to practical engineering. China Civil Engineering Journal, 1999, (3): 66~67. [2] 潘家铮.建筑物的抗滑稳定和滑坡分析 [M].北京:水利出版社,1980. Pan Jiazheng. Slope analysis of stability against sliding and landslide on building. Beijing: Water Resources Press, 1980. [3] 云南地质工程勘察设计研究院.云南省小龙潭矿务局龙桥排土场边坡工程地质勘察报告 ,2005. YunNan geological engineering survey, design & research Institute. Slope engineering geological investigation report of Longqiao waste-dump of YunNan Xiaolongtan mine bureau, 2005. [4] 孙世国,冉启发,李国柱.应用临界滑移场技术进行坡角优化设计的方法 [J].中国矿业, 2006,(10):73~74. Sun Shiguo, Ran Qifa, Li Guozhu. Method of optimum design using technology of critical sliding field. China Mining Magazine, 2006, (10): 73~74. [5] 中华人民共和国建设部.岩土工程勘察规范(GB50021-2001) [S].北京:中国建筑工业出版社,2002. Ministry of the Peoples Republic of China. Geotechnical engineering geological prospecting (GB50021-2001). Beijing: China Construction Industry Published, 2002. [6] 孙世国.露天边坡与山体边坡联合体稳定性分析 [M].北京:冶金工业出版社,2001. Sun Shiguo. Analysis of combined body stability of open pit slope and hillside. Beijing: Metallurgical Industry Press, 2001. [7] 王振伟,朱新平.黑岱沟露天矿阴湾排土场稳定性研究 [J].露天采矿技术,2005,(1):19~23. Wang Zhenwei, Zhu Xinping. Stability study of Yinwan waste-dump of Heidaigou open-pit mine. Opencast Coal Mining Technology, 2005, (1):19~23. [8] 马公望.金堆城露天矿排土场稳定性分析 [J].金属矿山,2004,(8):32~33. Ma Gongwang. Stability analysis of Jinduicheng open-pit mine's dump. Metal Mine, 2004, (8): 32~33. [9] 胡高社,任红珠,丁岩.基于因素敏感性分析的人工排土场高边坡稳定性研究 [J].工程地质学报,2007, 15 (4):555~558. Hu Gaoshe, et al.. Stability analyses of high fill slope based on the gene sensitive analysis. Journal of Engineering Geology, 2007, 15 (4):555~558 |