谷文科1，吴伸杰1，刘昕2，郭松旭1

（1 河南省建筑设计研究院有限公司， 郑州 450014； 2 北京迈达斯技术有限公司， 北京 100800）

［摘要］地下连续墙计算方法有有多种，实际操作却有难度，特别对于深基坑工程逆作法中的地下连续墙来说，强度与变形要考虑各开挖工况进行模拟。MIDAS/GTS可以根据实际开挖情况计算地下连续墙各开挖工况下的应力值，经验证，达到很好的计算效果。

［关键词］地下连续墙; 仿真计算; 施工模拟

中图分类号： TU91 文献标识码： A文章编号： 1002-848X(2015)S2-0157-04

作者简介：谷文科，学士，高级工程师，一级注册结构工程师，Email：gwk175@163.com。

Analysis on continuous concrete wall based on MIDAS/GTS

Gu Wenke1, Wu Shenjie1, Liu Xin2, Guo Songxu1

(1 The Architectural Design and Research Institute of Henan Province Co., Ltd., Zhengzhou 450014, China;

2 Midas Information Technology Co., Ltd., Beijing 100800, China)

Abstract: Underground continuous wall has a variety of calculation methods, the actual operation is harder, especially for deep excavation engineerings in underground continuous wall, the strength and deformation of the excavation work has to consider each case simulation. MIDAS/GTS can calculate the stress value of underground continuous wall of each excavation conditions based on the actual excavation, and it is validated to achieve good calculation results.

Keywords: underground continuous wall; simulation calculation; construction simulation