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三维边坡最不利滑裂面的遗传算法搜索 被引量:11

Search for critical slip surface of 3D slope based on genetic algorithm
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摘要 将遗传算法引入到三维边坡稳定分析中。由于三维边坡滑裂面的复杂性,需对滑裂面作适当简化。认为滑裂面为椭球面,用7个控制参数来模拟生成滑裂面,再运用遗传算法来搜索滑坡的最不利的滑裂面。对于存在确定滑裂面的滑坡,7以将此滑裂面作为整体滑裂面,计算其整体稳定安全系数,然后在整体稳定的基础上,运用遗传算法搜索滑坡内部的最不利滑裂面,得出滑坡最小的稳定安全系数。 Genetic algorithm is used in three-dimensional slope stability analysis. The slip surface of 3D slope is complicated, so it needed to be simplified. The slip surface is assumed to be formed as ellipsoid by seven parameters; and then the most possible slip surface which has the lowest safety factor will be searched out through genetic algorithm. If the slope has the explicit slip surface, the slip surface will be regarded as the whole slip surface; and the whole safety factor will be calculated. And then the local slip surface which has the lowest safety factor will be searched by genetic algorithm.
出处 《岩土力学》 EI CAS CSCD 北大核心 2008年第5期1345-1350,共6页 Rock and Soil Mechanics
基金 水利部科技创新项目(No.SCX2003-21)
关键词 边坡稳定 三维 遗传算法 搜索 slope stability three-dimension genetic algorithm search
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参考文献14

  • 1钱家欢 等.土工原理与计算(第二版)[M].北京:水利电力出版社,1994..
  • 2XING Z. Three-dimensional stability analysis of concave on plan view[J]. Journal of Geotechnical Engineering, ASCE, 1977, 103:971--986.
  • 3HUNGER O. An extension of Bishop's simplified method of slope stability analysis to three-dimension [J]. Geothnique, 1987, 37:113-- 117.
  • 4李同录,王艳霞,邓宏科.一种改进的三维边坡稳定性分析方法[J].岩土工程学报,2003,25(5):611-614. 被引量:70
  • 5陈胜宏,万娜.边坡稳定分析的三维剩余推力法[J].武汉大学学报(工学版),2005,38(3):69-73. 被引量:31
  • 6陈祖煜,弥宏亮,汪小刚.边坡稳定三维分析的极限平衡方法[J].岩土工程学报,2001,23(5):525-529. 被引量:247
  • 7CHEN Z Y, WANG X G, Haberfield C, et al. A three-dimensional slope stability analysis method using the upper bound theorem, part Ⅰ: theory and methods[J]. International Journal of Rock Mechanics and Mining Sciences, 2001, 38: 369--378.
  • 8MOWEN X, TETSURO E, MEIFENG C. A GIS-based method for locating the critical 3-D slip surface in a slope[J]. Computers and Geotechnics, 2004, 31: 267-- 277.
  • 9玄光男 程润伟.遗传算法与工程设计[M].北京:科学出版社,2000..
  • 10DAVID L. Genetic algorithms and optimizing chemical oxygen-iodine lasers[J]. Developments in Theoretical and Applied Mechanics, 1996,ⅩⅧ:411-424.

二级参考文献39

  • 1秦卫星,陈胜宏,刘金龙.不连续化分叉条件及其在边坡稳定分析中的应用[J].岩石力学与工程学报,2005,24(A01):4912-4916. 被引量:6
  • 2高德彬 王艳霞 王丽 李同录.边坡稳定性分析方法综述[A]..地球探测科学与技术新进展[C].北京:中国科学技术出版社,2002.93-99.
  • 3Hovland H J.Three-dimensional slope stability analysis of slope[J].J Geotech Eng Div,ASCE,1997,103:971-986.
  • 4Hungr O.An extension of Bishop's simplified method of slope stability analysis to three-dimensions[J].Geotechnique, 1987,37:113 - 117.
  • 5Hungr O,Salgado F M,Byme P M.Evaluation of a three-dimensional method of slope stability analysis[J].Can Geotech J,1989,26:679 - 686.
  • 6Xing Z.Three-Dimensional stability analysis of concave in plan view [J].J of Geotech Eng,ASCE,1988,114:658-671.
  • 7Xing Z,ASCE J Geotech Eng,1988年,114卷,658页
  • 8Chen R H,Géotechnique,1982年,32期,31页
  • 9Chen Zuyu,Int J Rock Mechanics Mining Sciences,2001年,38卷,369页
  • 10Chen Zuyu,Int J Rock Mechanics Mining Sciences,2001年,38卷,379页

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