RESEARCH ON OPTIMIZATION DESIGN OF DIAPHRAGM WALL FOR METRO STATION

Wu Xiaojiang; Liu Guobin; Li Zhigao

doi:10.13204/j.gyjz200511016

Volume 35 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(11): 53-55

SHEN Tong, XU Haixiang, YANG Xinguang, SONG Zhengfeng, LIU Kai, ZHAO He, ZHANG Haiming. DISPLACEMENT ANALYSIS FOR STRUCTURAL INTEGRITY TEST OF CONTAINMENT OF HPR1000 NUCLEAR POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(12): 1-6. doi: 10.13204/j.gyjzG21120605

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Wu Xiaojiang, Liu Guobin, Li Zhigao, . RESEARCH ON OPTIMIZATION DESIGN OF DIAPHRAGM WALL FOR METRO STATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 53-55. doi: 10.13204/j.gyjz200511016

Citation:

Wu Xiaojiang, Liu Guobin, Li Zhigao, . RESEARCH ON OPTIMIZATION DESIGN OF DIAPHRAGM WALL FOR METRO STATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 53-55. doi: 10.13204/j.gyjz200511016

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RESEARCH ON OPTIMIZATION DESIGN OF DIAPHRAGM WALL FOR METRO STATION

doi: 10.13204/j.gyjz200511016

1.
Department of Geotechnical Engineering,Tongji University Shanghai 200092;
2.
Shanghai Maglev Transportation Development Co.,Ltd Shanghai 201204

Received Date: 2005-04-21
Publish Date: 2005-11-20

Abstract

Abstract

From the survey results of some excavations, it is found that the designs of diaphragm wall are conservative:both the stress of reinforcing steel and the moment of wall are less than the design value.Through analyzing the theory of diaphragm wall design, it is found that the conservative design is caused by the allowable width of structure crack w_(lim)=0.2mm.It is analyzed if the allowable width of structure crack is broadened to w_(lim)=0.3mm, the ratio of reinforcement will be decreased, at the same time, the safety of the excavation is guaranteed and project investment will also be reduced.
- deep excavation diaphragm wall bearing capacity allowable crack width,

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References(3)

References

丛蔼森. 地下连续墙的设计施工与应用. 北京:中国水利水电出版社,2001

[2] 丁云生,武有根. 大型地铁车站地下连续墙结构的优化. 建筑施工,2003,25(6):462～463

[3] 王铁梦. 工程裂缝控制. 北京:中国建筑工业出版社,1997

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