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谷文科1，吳伸杰1，劉昕2，郭松旭1

（1 河南省建筑設(shè)計(jì)研究院有限公司， 鄭州 450014； 2 北京邁達(dá)斯技術(shù)有限公司， 北京 100800）

［摘要］地下連續(xù)墻計(jì)算方法有有多種，實(shí)際操作卻有難度，特別對(duì)于深基坑工程逆作法中的地下連續(xù)墻來說，強(qiáng)度與變形要考慮各開挖工況進(jìn)行模擬。MIDAS/GTS可以根據(jù)實(shí)際開挖情況計(jì)算地下連續(xù)墻各開挖工況下的應(yīng)力值，經(jīng)驗(yàn)證，達(dá)到很好的計(jì)算效果。

［關(guān)鍵詞］地下連續(xù)墻; 仿真計(jì)算; 施工模擬

中圖分類號(hào)： TU91 文獻(xiàn)標(biāo)識(shí)碼： A文章編號(hào)： 1002-848X(2015)S2-0157-04

作者簡(jiǎn)介：谷文科，學(xué)士，高級(jí)工程師，一級(jí)注冊(cè)結(jié)構(gòu)工程師，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