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一种边坡多滑动面搜索的新方法 被引量:11

A new method for searching all possible circular slips of a slope
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摘要 近年来关于边坡最危险滑动面的搜索的研究方法主要集中在算法的优化方面,事实上对边坡内次级潜在滑动面的搜索也有必要,而目前相关研究并不多。本文提出一种在FLAC-3D中通过控制强度折减法中的折减系数来实现多条滑动面搜索的新方法,并通过算例来说明。同时采用Bishop法与该方法作对比分析,结果表明两者的计算结果十分接近,局部边坡安全系数误差不到1%,整体边坡安全系数误差不到4%,由此论证了该方法的合理性和可行性。 Plenty of researches have been done on the newer,simpler and faster method to find the critical slip of the slope.In the meanwhile little attention has been paid to all possible circular slips of the slope,which is extremely necessary at times.A new way with a case study is proposed to search all possible circular slips with SSR in FLAC-3D.The results in this way are quite similar to the values from the LEM method(Bishop).Errors of local slopes are no more than 1% and the error of the global slope is less than 4%,which illustrates this mothed is effective and reasonable.
出处 《水文地质工程地质》 CAS CSCD 北大核心 2011年第6期24-28,共5页 Hydrogeology & Engineering Geology
关键词 多条滑动面 强度折减法 FLAC-3D all possible circular slips shear strength reduction(SSR) FLAC-3D
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  • 1赵尚毅,郑颖人,肖佑昆.用有限元强度折减法分析具有非贯通结构面岩质边坡稳定性[J].地质与勘探,2003,39(z2):12-16. 被引量:11
  • 2李育超,凌道盛,陈云敏,张文杰.蒙特卡洛法与有限元相结合分析边坡稳定性[J].岩石力学与工程学报,2005,24(11):1933-1941. 被引量:23
  • 3曹文贵,方祖烈.边坡稳定性的动态规划研究及其工程应用实例[J].矿冶工程,1996,16(4):10-13. 被引量:1
  • 4陈祖煜 邵长明.最优化方法在确定边坡最小安全系数方面的应用[J].岩土工程学报,1988,4.
  • 5[2]Nguyen V U.Determination of critical slope failure surface[J].J.Geotech.Eng.,1985,111(2):238-250.
  • 6[3]Celestino T B,Duncan J M.Simplified search for noncircular slip surface[A].In:Proceedings of the 10th International Conference on Soil Mechanics and Doundation Engineering[C].Stockholm:[s.n.],1981.391-394.
  • 7[4]Bardet J P,Kapuskar M M.A simplex analysis of slope stability[J].Computers and Geotechnics,1989,8(4):329-348.
  • 8[5]Baker R.Determination of the critical slip surface in slope stability computations[J].International Journal of Numerical and Analysis Methods in Geomechnics,1980,4(4):333-359.
  • 9[6]Ali R Z,Andrew C H,Paul F M.Simple genetic algorithm search for critical noncircular failure surface in slope stability analysis[J].Computers and Geotechnics,2005,32(3):139-152.
  • 10[7]Anthony T C G.Genetic algorithm search for critical slip surface in multiple-wedge stability analysis[J].Canadian Geotechnical Journal,1999,36(2):382-391.

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