期刊文献+

严格三维极限平衡法 被引量:82

A RIGOROUS THREE-DIMENSIONAL LIMIT EQUILIBRIUM METHOD
下载PDF
导出
摘要 通过取整个滑体为受力体并基于滑面应力修正,实现满足所有6个平衡条件的严格三维极限平衡法。由此所导致的平衡方程组具有良好的数值特性,其Newton法不依赖于初值的选择。从理论上证明了解的存在性,对于?=0°的工况,还证明解了的唯一性,给出安全系数的显式表达式。数值求解时,通过化域积分为边界积分而无需再对滑体进行条分。新方法能够适应任意形状的滑面。 Up to now, there is no three-dimensional limit equilibrium method that is able to satisfy all six equilibrium conditions. While formulating the equilibrium conditions, the whole sliding body is taken as the loaded object. By means of remedy of the total normal pressures acting on the slip surface, a rigorous limit equilibrium method for the three-dimensional stability analysis of slope is realized, which satisfies all the six equilibrium conditions and accommodates to slip surfaces of any shape. The system of equations herein formulated enjoys excellent numerical properties. Its Newton method is independent of the choice of the initial iteration values. The existence of solution is proved theoretically. In case of internal friction angle φ= 0°, moreover, that the solution is unique is also proved; and an explicit expression for safety factor is given. Meanwhile, in order to simplify the preprocessing and to improve the precision of the analysis, the volume integrals over the sliding body are transformed into the boundary integrals. The division of the sliding body is accordingly unnecessary.
作者 郑宏
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2007年第8期1529-1537,共9页 Chinese Journal of Rock Mechanics and Engineering
基金 国家自然科学基金重点项目(90510019)
关键词 边坡工程 三维边坡 稳定性 严格极限平衡法 边界积分 slope engineering three-dimensional slope stability rigorous limit equilibrium method boundary integral
  • 相关文献

参考文献20

二级参考文献40

  • 1张均锋.三维简化Janbu法分析边坡稳定性的扩展[J].岩石力学与工程学报,2004,23(17):2876-2881. 被引量:35
  • 2张均锋,丁桦.边坡稳定性分析的三维极限平衡法及应用[J].岩石力学与工程学报,2005,24(3):365-370. 被引量:78
  • 3梅凤翔 刘端.高等分析力学[M].北京:北京理工大学出版社,1991..
  • 4汪家訶.分析动力学[M].北京:高等教育出版社,1958..
  • 5张菊明 王思敬.边坡地质信息三维数学模型及图形显示[A]..第四次全国岩石力学与工程学术大会论文集[C].[s.1.].甘肃人民出版社,1996.280-288.
  • 6[1]Hovland H J.Three dimensional slope stability analysis m ethod[J].J Geotech Engng Div, ASCE,1997,103(9): 971-986.
  • 7[2]Chen R H,Chameau J L.Three-dimensional limit equilibrium a nalysis of slopes[J].Géotechnique,1982,32(1): 3 1-40.
  • 8[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.
  • 9[4]Bishop A W.The use of the slip circle in the stability analysis of slopes[J].Géotechnique,5(1):7-17.
  • 10[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.

共引文献141

同被引文献1031

引证文献82

二级引证文献1006

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