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PLAXIS数值模拟在深基坑地连墙支护中的应用

王小洁

城市地质Issue(z2):22-25,37,5.
城市地质Issue(z2):22-25,37,5.DOI:10.3969/j.issn.1007-1903.2015.z2.005

PLAXIS数值模拟在深基坑地连墙支护中的应用

Application of PLAXIS Numerical Simulation in Deep Foundation Pit Underground Continuous Wall Support

王小洁1

作者信息

  • 1. 北京市地质工程公司,北京 100143
  • 折叠

摘要

Abstract

PLAXIS is used to establish simulation model of underground continuous wall in deep foundation pit support, which provides dynamic simulation analysis for construction process of underground continuous wall support excavation. Data of foundation pit horizontal displacement, vertical displacement and inner force of bolt are received by field monitoring. By comparison analysis of simulation model and field data, it is proved that the numerical simulation analysis model can re ect force and deformation characteristics in underground continuous wall support excavation. Besides, it provides guidance for underground continuous wall support design and construction, and is of great signi cance in further understanding of underground continuous wall support mechanism.

关键词

深基坑/数值模拟/地连墙支护

Key words

Deep foundation pit/Numerical simulation/Underground continuous wall support

分类

建筑与水利

引用本文复制引用

王小洁..PLAXIS数值模拟在深基坑地连墙支护中的应用[J].城市地质,2015,(z2):22-25,37,5.

城市地质

2097-3764

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