期刊文献+

边坡稳定性有限元强度折减法分析 被引量:3

Limited strength fold subtraction in side slope stability analysis
下载PDF
导出
摘要 介绍了有限元法的优点,采用有限元强度折减法分析了某一天然边坡的稳定性,指出该法在分析边坡稳定性时考虑了土体材料的变形特性,可以很好地分析边坡的稳定性,得出的安全系数比较符合实际,计算结果比极限平衡法略大。 The paper introduces the advantage of limited method, adopts the limited strength fold subtraction analyzed some the stability of the natural side slope, points out method while analyzing side slope stability considering the soil material transform the characteristic, can analyze the stability of the side slope nicely, the safe coefficient geting compares to match actual, compute result the more equilibrium than extreme limit method slightly big.
出处 《山西建筑》 2009年第16期8-10,共3页 Shanxi Architecture
关键词 边坡 稳定性 有限元强度折减法 破坏标准 side slope, stability, the limited strength fold subtraction method, breaking standard
  • 相关文献

参考文献5

二级参考文献29

  • 1赵尚毅,郑颖人,肖佑昆.用有限元强度折减法分析具有非贯通结构面岩质边坡稳定性[J].地质与勘探,2003,39(z2):12-16. 被引量:11
  • 2连镇营.[D].大连: 大连理工大学,2001.
  • 3田中忠次.土质力学における数值解析[A].土质工学会.わかりやすい土质力学原论[C].,1987.203-243.
  • 4Menétrey Ph Willam K.A triaxial failure criterion for concrete and its generalization [J].ACI Journal,1995,92(3):311-318.
  • 5连镇营.[D].大连:大连理工大学,2001.
  • 6Luan Maotian and Chen Wai—Fah 李俊杰 栾茂田 宋永发主编.Stability Analysis in Soil Mechanics[A].李俊杰,栾茂田,宋永发主编.岩土力学与工程(第二届全国岩土力学与工程青年工作者学术会议论文集)[C].大连:大连理工大学出版社,1995.113-123.
  • 7Bishop A W. The Use of the Slip Circle in the Stability Analysis of Slopes[J]. Geotechnique, 1955(5): 7-17.
  • 8Duncan J M. State of the Art: Limit Equilibrium and Finite-Element Analysis of Slopes [J]. Journal of Geotechnical Engineering, ASCE, 1996, 122(7):577-689.
  • 9Zou J Z, Williams D J, Xiong W L. Search for Critical Slip Surface Based on Finite Element Method[J].Canadian Geotechnical Journal, 1995, 32(1): 233-246.
  • 10Zienkiewicz O C, Humpheson C and Lewis R W. Associated and Non-Associated Visco-Plasticity and Plasticity in Soil Mechanics[J]. Geotechnique, 1975,25(4):671-689.

共引文献1853

同被引文献15

引证文献3

二级引证文献21

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