期刊文献+
任意字段
题名或关键词
题名
关键词
文摘
作者
第一作者
机构
刊名
分类号
参考文献
作者简介
基金资助
栏目信息

水位涨落对库岸滑坡稳定性影响研究 被引量：1

Research on the impact of changes in the water level of reservoir landslide stability
下载PDF
导出
摘要 介绍了三峡库区石榴树包滑坡的工程概况,分析了滑坡变形破坏的原因,通过建立地质模型,计算研究了不同库水位工况下滑坡的稳定性,为滑坡灾害预报提供了理论依据。 The article introduces Shiliushubao landslide engineering conditions of three gorges reservoir region,analyzes the landslide deformation damage causes,calculates landslide stability with different reservoir water level through establishing geological models,which has provided some theoretical basis for landslide disaster prediction.
作者 郑争锋 龚辉
机构地区 中南电力设计院有限公司
出处 《山西建筑》 2016年第12期56-57,共2页 Shanxi Architecture
关键词 滑坡 水库 水位 稳定性 landslide reservoir water level stability
分类号 P642.22 [天文地球—工程地质学]
  • 相关文献

参考文献3

二级参考文献21

  • 1Criesfield M A. Non-linear Finite Element Analysis of Solids and Structures[M]. New York: John Wiley & Sons, 1991
  • 2Duncan J M. State of the art: limit equilibrium and finite-element analysis of slopes[J]. J. Geotech. Engrg. Div., ASCE, 1996, 122(7):577-596
  • 3Matsui T, San K C. Finite element slope stability analysis by shear strength reduction technique[J]. Soils and Foundations, 1992, 32(1):59-70
  • 4Smith I M, Griffiths D V. Programming the Finite Element Method (3rd ed)[M]. New York: John Wiley & Sons, 1998
  • 5Dawson E, Motamed F, Nesarajah S, et al. Geotechnical stability analysis by strength reduction[A]. In: Griffiths D V ed. Geotechnical Special Publication: Slope Stability 2000[C].New York: ASCE,2000, 99-113
  • 6Lechman J B, Griffiths D V. Analysis of the progression of failure of earth slopes by finite elements[A]. In: Griffiths D V ed. Geotechnical Special Publication: Slope Stability 2000[C]. New York: ASCE,2000, 250～265
  • 7Dawson E, You K, Park Y. Shrength-reduction stability analysis of rock slopes using the hoek-brown failure criterion[A]. In: Griffiths D V ed. Geotechnical Special Publication: Trends in Rock Mechanics[C].New York: ASCE, 2000, 65～77
  • 8Duncan J M. State of the art: limit equilibrium and finite element analysis of slopes[J]. Journal of Geotechnical Engineering, 1996,22(7): 577 - 596.
  • 9I.am L, Frelund D Ct A general limit equilibrium model for three-dimensional slope stability analysis[J]. Canadian Geotechnical Journal, 1993, 30:905-919.
  • 10Bishop A W. The use of the slip circle in the stability analysis of slope[J].Geotechnique, 1955, 5(1).. 7-17.

共引文献173

同被引文献10

引证文献1

二级引证文献1

山西建筑
2016年 第12期

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