期刊文献+

边坡非圆弧临界滑动面的粒子群优化算法 被引量:49

LOCATING NON-CIRCULAR CRITICAL SLIP SURFACES BY PARTICLE SWARM OPTIMIZATION ALGORITHM
下载PDF
导出
摘要 采用粒子群优化算法搜索边坡的临界滑动面及其对应的最小安全系数。粒子群优化算法不断迭代更新试算滑动面,使其安全系数不断减小,经过有限次的迭代分析可确定边坡临界滑动面及其对应的全局最小安全系数。粒子群优化算法具有较好的全局搜索和局部搜索能力,可克服多数常规的优化方法易陷入安全系数局部极小的问题,并具有较高的搜索效率。同时,粒子群优化算法易于与极限平衡法或有限元–极限平衡法相结合进行边坡稳定分析。通过数值算例及与其他学者的结果比较,证明提出的确定边坡临界滑动面方法的有效性。 A new method, particle swarm optimization(PSO) algorithm, is adopted to locate the non-circular critical slip surfaces of slopes. These slip surfaces are verified and refined frequently by PSO algorithm and tend gradually to the critical slip surface, and simultaneously their safety factors decrease towards the global minimum safety factors. The critical slip surface and its corresponding global minimum safety factor can be obtained within limited iterations. PSO algorithm can achieve a good balance between a global search and a local refinement: and it can solve the problem of falling into local minima, which happens in most of the regular optimization methods. At the same time, it shows great efficiency. Furthermore, PSO algorithm can be easily incorporated with the traditional limit equilibrium methods as well as the finite element method for slope stability analysis. A numerical example is analyzed to show the effectiveness and efficiency of the proposed method.
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2006年第7期1443-1449,共7页 Chinese Journal of Rock Mechanics and Engineering
基金 国家自然科学基金资助项目(50278087)
关键词 边坡工程 粒子群优化算法 临界滑动面 边坡稳定 slope engineering particle swarm optimization(PSO) algorithm critical slip surface slope stability
  • 相关文献

参考文献28

  • 1Duncan J M.State of the art:limit equilibrium and finite element analysis of slopes[J].Journal of Geotechnical Engineering,ASCE,1996,122(7):577-596.
  • 2Baker R,Garber M.Theoretical analysis of the stability of slopes[J].Geotechnique,1978,28(4):395-411.
  • 3Celestino T B,Duncan J M.Simplified search for non-circular slip surface[A].In:Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering[C].Rotterdam:A.A.Balkema,1981.391-394.
  • 4Li K S,White W.Rapid evaluation of the critical slip surface in slope stability problems[J].International Journal for Numerical and Analytical Methods in Geomechanics,1987,11(5):449-473.
  • 5Arai K,Tagyo K.Determination of noncircular slip surface giving the minimum factor of safety in slope stability analysis[J].Soils and Foundations,1985,25(1):43-51.
  • 6Nguyen V U.Determination of critical slope failure surfaces[J].Journal of Geotechnical Engineering,ASCE,1985,111(2):238-250.
  • 7de Natale J S.Rapid identification of critical slip surface:structure[J].Journal of Geotechnical Engineering,ASCE,1991,117(10):1 568-1 589.
  • 8Baker R.Determination of the critical slip surface in slope stability computation[J].International Journal for Numerical and Analytical Methods in Geomechanics,1980,4(4):333-359.
  • 9Zou J Z,Willians D J,Xiong W L.Search for critical slip surfaces based on finite element method[J].Canadian Geotechnical Journal,1995,32:233-246.
  • 10Pham H T V,Fredlund D G.The application of dynamic programming to slope stability analysis[J].Canadian Geotechnical Journal,2003,40:830-847.

二级参考文献56

  • 1曹文贵,颜荣贵.边坡非圆临界滑面确定之动态规划法研究[J].岩石力学与工程学报,1995,14(4):320-328. 被引量:41
  • 2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.
  • 3孙君实.条分法的数值分析[J].岩土工程学报,1984,6(2):1-12.
  • 4周文通.最优化方法在土坝稳定分析中的应用[J].土石坝工程,1984,(2).
  • 5金小惠.饱和土坡渗流-变形-稳定性的非线性耦合有限元分析[M].天津:天津大学,2002..
  • 6NGUYEN V U. Determination of critical slope failure surfaces[J]. J Geotech Engrg, ASCE, 1985,111 (2) :238--250.
  • 7LI K S,WHITE W. Rapid evaluation of the critical slip surface in slope stability problems [J]. lnt J Numer And Analytical Methods in Geomech, 1987, 11:449--473.
  • 8ARAI K,TAGYO K. Determination of noncircular slip surface giving the minimum factor of safety in slope stability analysis[J]. Soils and Found, 1985, 25 (1):43--45.
  • 9BASUDHAR P K. SUMSATAB--A computer software for generalized stability analysis of zoned dams[A]. Proc 6th lnt Conf on Numerical Methods in Geomechanics[C]. Innsbruck, Austria : [s. n. ], 1988.1407--1412.
  • 10BAKER R. Determination of the critical slip surface in slope stability computations[J]. Int J Namer And Analytical Methods in Geomech, 1980,4 : 333-- 359.

共引文献237

同被引文献463

引证文献49

二级引证文献285

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部