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预应力锚杆挡墙理论分析及应用
引用本文:朱彦鹏,王春放,王智勇,谭坚贞.预应力锚杆挡墙理论分析及应用[J].甘肃科学学报,2008,20(3):114-117.
作者姓名:朱彦鹏  王春放  王智勇  谭坚贞
作者单位:兰州理工大学,土木工程学院,甘肃,兰州,730050
摘    要:基于极限平衡法,推导出考虑地震作用的预应力锚杆挡墙支护结构安全系数及锚杆锚固力计算方法,借助有限元软件ADINA对边坡开挖全过程进行数值模拟与验证,经内力与变形分析得知吻合较好;通过实际工程中的方案比较,证明预应力锚杆挡墙支护结构形式在复杂条件下的基坑、公路边坡工程中有着不可替代的作用及其广阔的应用前景.

关 键 词:预应力锚杆挡墙  ADINA  内力  位移  极限平衡法

Theoretical Analysis and Application of Retaining Wall with Pre-stressed Anchor
ZHU Yan-peng,WANG Chun-fang,WANG Zhi-yong,TAN Jian-zhen.Theoretical Analysis and Application of Retaining Wall with Pre-stressed Anchor[J].Journal of Gansu Sciences,2008,20(3):114-117.
Authors:ZHU Yan-peng  WANG Chun-fang  WANG Zhi-yong  TAN Jian-zhen
Institution:College of Civil Engineering;Lanzhou University of Science and Technology;Lanzhou 730050;China
Abstract:Based on the limit equilibrium theory,a calculation method of safety factor and anchor force of the retaining wall with pre-stressed anchor was deduced under the seismic action.With the help of finite element software ADINA,the numerical simulation and experimental validation had been done during the whole process under excavation on the side slope.The analysis of interal force and displacement proved that the method matched quite well with the practical case.As compared with the schemes in the practical pr...
Keywords:ADINA
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