期刊文献+

FLAC法在三峡库区滑坡稳定性分析中的应用

The Application Study of Stability Analysis of Landslide About The FLAC Method In The Three Gorges Reservoir Area
下载PDF
导出
摘要 本文采用传递系数法和基于的强度折减FIAC法,对库区某滑坡在库水位变动工况下的稳定性进行了对比分析计算。结果表明,两种方法计算结论基本一致,但FIAC法能反映出滑坡体内的应力和应变变化规律。对工程治理实际具有更强指导意义。 In this paper, attention is payed to comparison of transfer cofficient methods and strength reduction methods of FLAC (Fast Lagrangian Analysis of Continue).For instance ,a typical landslide in the Three Gorges reservoir area is analyzed.The calculation results shows some consistency and indicates that FLAC can reflect the law of changes of stress and strain in landslid,which makes it superior to transfer coefficient methods.
作者 白秋生 何建
机构地区 重庆 重庆三峡学院
出处 《重庆三峡学院学报》 2006年第3期8-10,共3页 Journal of Chongqing Three Gorges University
关键词 拉格朗日法 三峡库区 滑坡稳定性 Fast Lagrangian Analysis of Continue Three Gorges Reservoir Area Stability Analysis of Landslide Application Study
  • 相关文献

参考文献2

二级参考文献9

  • 1钱家欢 殷宗泽.土工原理与计算 第2版[M].北京:水利电力出版社,1993.339-343.
  • 2Ugai K. A method of calculation of total safety factor of slopes by elastoplastic FEM [J]. Soils and Foundations, 1989,29(2):190-195.
  • 3Dov Leshchinsky. Slope stability analysis: generalized approach[J].Journal of Geotechnical Engineering, 1990,116(5):851 - 867.
  • 4Fredlund D G, Krahn J. Comparison of slope stability method of analysis [J]. Canadian Geotechnical Journal, 1977,14(3):429-439.
  • 5Dawson E M, Roth W H, Drescher A, Slope stability analysis by strength reduction [J]. Geotechnique, 1999, 49 (6):835- 840.
  • 6Griffiths D V, lane, P A, Slope stability analysis by finite elements [J]. Geotechnique, 49 (3): 387 -403, 1999.
  • 7Ugai K, A method of calculation of total factor of safety of slopes by elastic-plastic FEM [ J ]. Soils and foundations, JGS, 1989, 29 (2) : 190 -195 (in Japanese).
  • 8Ugai K, Leshchinsky D. Three-dimensional limit equilibrium method and finite element analysis: a comparison of results[J]. Soil and Foundation. 1995:35 (4): 1-7.
  • 9Cai F, Ugai K. Numerical analysis of the stability of a slope reinforced with pries [ J]. Soils and Foundations 2000, 40(1): 73 - 84.

共引文献288

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