期刊文献+

非对称旋转破坏的三维Bishop边坡稳定算法 被引量:15

Rotational failure of 3D nonsymmetric slope predicted by Bishop's method
下载PDF
导出
摘要 根据Bishop简化法的计算假定和原则,并假定边坡的整体滑动方向,推导出三维边坡稳定分析的计算方法。该方法适用于对称和非对称的旋转破坏的边坡稳定问题,如边坡破坏面为对称的圆弧、旋转椭圆等旋转面,或者这些旋转面的组合面,或者旋转面与平面的组合面等。探讨了三维Bishop简化法应用于非对称破坏存在的问题。 Threedimensional slope stability analysis with limit equilibrium method is developed, based on the assumption used in Bishop's twodimensional simplified method. The sliding direction of whole slope is assumed. Thus this method can be applied to slope with rotational failure surface such as semispherical, ellipsoid, or composite failure surface that is the combination of the above rotational surface with plane.In this paper, some problem of applying this method to asymmetric slope is discussed.
出处 《岩土工程学报》 EI CAS CSCD 北大核心 2002年第6期706-709,共4页 Chinese Journal of Geotechnical Engineering
关键词 非对称旋转 边坡稳定 三维 Bishop简化法 极限平衡方法 slope stability threedimensional Bishop's simplified method limit equilibrium method
  • 相关文献

参考文献10

  • 1[1]Hovland H J.Three dimensional slope stability analysis m ethod[J].J Geotech Engng Div, ASCE,1997,103(9): 971-986.
  • 2[2]Chen R H,Chameau J L.Three-dimensional limit equilibrium a nalysis of slopes[J].Géotechnique,1982,32(1): 3 1-40.
  • 3[3]Hungr O.An extension of Bishop's simplified method of slope stab ility analysis to three dimensions[J].Géotechnique,1987,37(1):113-117.
  • 4[4]Bishop A W.The use of the slip circle in the stability analysis of slopes[J].Géotechnique,5(1):7-17.
  • 5[5]Lam L,Fredlund D G.A general limit equilibrium model for thr ee-dimensional slope stability analysis[J].Can Geotech J,1993,30:905-919.
  • 6[6]Leshchinsky D,Huang C C.Generalized three-dimensional slo pe stability analysis[J].J Geotech Engng,ASCE,1992,118(11):1748-1764.
  • 7[7]Huang C C,Tsai C C.New method for 3D and asymmetrical sl ope stability analysis[J].J Geotech and Geoenv Engng,2000, 126(10):917-927.
  • 8[8]Fredlund D G,Zhang Z M,Lam L.Effect of axis of moment equilibrium in slope stability analysis[J].Can Geotech J,1992,29:456-465.
  • 9[9]Hungr O,Salgado F M,Byrne P M.Evaluation of a three-di mens ional method of slope stability analysis[J].Can Geotech J,1989,26(4):679-686.
  • 10[10]Baligh M M,Azzouz A S.End effects on stability of cohes ive slopes[J].J Geotech Engng Div,ASCE,1975,101(11):1105-1117.

同被引文献215

引证文献15

二级引证文献242

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