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三峡库区某滑坡有限元分析
引用本文:宋雅坤,赵燕明,郑颖人.三峡库区某滑坡有限元分析[J].后勤工程学院学报,2005,21(2):70-73.
作者姓名:宋雅坤  赵燕明  郑颖人
作者单位:后勤工程学院,军事建筑工程系,重庆,400041
摘    要:库区大量的边坡滑坡因其特殊的地质条件,传统的分析方法无法分析其发展过程,有限元强度折减法是近年来兴起的一种新方法,克服了传统方法的局限,已在工程中得到了应用。运用其对库区某碎石土滑坡工程进行了分析并对其作出稳定性评价,最后与极限平衡条分法(Spencer)进行比较,二者结果相当接近。

关 键 词:滑坡  碎石土  有限元  强度折减  三峡库区
文章编号:1672-7843(2005)02-0070-04
修稿时间:2004年12月20

An Analysis of the Slope by FEM in the Three-Gorge Reservoir Zone
SONG Ya-kun,ZHAO Yan-ming,ZHENG Ying-ren.An Analysis of the Slope by FEM in the Three-Gorge Reservoir Zone[J].Journal of Logistical Engineering University,2005,21(2):70-73.
Authors:SONG Ya-kun  ZHAO Yan-ming  ZHENG Ying-ren
Abstract:Because of the particular geological condition in the Three-Gorge zone, the traditional method can not be used to analyze the evolution of slope. The shear reduction FEM is a new method to have emerged in recent years which has overcome the limitation of the traditional method, been applied in engineering. The method has been used to analyze a gravel soil slope in the Three-Gorge zone and make a stability appraisal. A comparison with the limit equilibrium method (Spencer) shows that the two results are quite similar.
Keywords:slope  gravel soil  finite elements  shear reduction  Three-Gorge Reservoir Zone
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