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开挖边坡中应力重塑方法的有限元模拟
引用本文:王国体,易志宏,胡志专,李建伟,赖焕枫.开挖边坡中应力重塑方法的有限元模拟[J].合肥工业大学学报(自然科学版),2004,27(4):368-371.
作者姓名:王国体  易志宏  胡志专  李建伟  赖焕枫
作者单位:合肥工业大学,土木建筑工程学院,安徽,合肥,230009;中铁二十局集团,第四工程有限公司,山东,青岛,266000
摘    要:文章根据应力重塑的方法对开挖边坡进行处理,在坡面上施加荷载,使得边坡土体恢复到未开挖的稳定应力状态;并且利用大型有限元软件ANSYS来进行等效应力分析。对原状土体、开挖后的土体以及进行应力重塑后的土体内部的应力进行比较,得出开挖过程的应力损失并进行相应大小的应力补偿以达到应力重塑的目的,使边坡中的土体相当于在自重应力作用下进行工作。

关 键 词:应力重塑  ANSYS软件  有限元  膨胀锚
文章编号:1003-5060(2004)04-0368-04
修稿时间:2003年4月25日

Finite element analysis of the excavated slope and the remolding of stress
WANG Guo-ti,YI Zhi-hong,HU Zhi-zhuan,LI Jian-wei,LAI Huan-feng.Finite element analysis of the excavated slope and the remolding of stress[J].Journal of Hefei University of Technology(Natural Science),2004,27(4):368-371.
Authors:WANG Guo-ti  YI Zhi-hong  HU Zhi-zhuan  LI Jian-wei  LAI Huan-feng
Institution:WANG Guo-ti~1,YI Zhi-hong~1,HU Zhi-zhuan~1,LI Jian-wei~2,LAI Huan-feng~1
Abstract:The method of remolding stress is applied to reinforce the excavated slope so as to resume the original stress condition of the soil mass of the slope,and the software ANSYS is used to analyze the equivalent stress. By comparing the original stress,the stress after excavation and the stress after the stress remolding,the stress loss due to the excavation can be obtained,and the stress to be compenstated can be known accordingly so that the remolding of the stress in the slope in excavation project can be carried out.
Keywords:remolding stress  ANSYS software  finite element  expansive anchor
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