ANALYSIS OF INFLUENCE OF SUBWAY STATION TRANSFER CHANNEL EXCAVATION ON EXISTING PILE FOUNDATION

Zhang Huaijing; Li Weixun

doi:10.13204/j.gyjz200911019

Volume 39 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(11): 81-85

Sun Fengming. TRIALS OF DEVELOPING GREEN AND ENERGY-SAVING COMMUNITY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 16-17,21. doi: 10.13204/j.gyjz200402006

Citation:

Zhang Huaijing, Li Weixun. ANALYSIS OF INFLUENCE OF SUBWAY STATION TRANSFER CHANNEL EXCAVATION ON EXISTING PILE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 81-85. doi: 10.13204/j.gyjz200911019

Sun Fengming. TRIALS OF DEVELOPING GREEN AND ENERGY-SAVING COMMUNITY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 16-17,21. doi: 10.13204/j.gyjz200402006

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ANALYSIS OF INFLUENCE OF SUBWAY STATION TRANSFER CHANNEL EXCAVATION ON EXISTING PILE FOUNDATION

doi: 10.13204/j.gyjz200911019

Zhang Huaijing¹,
Li Weixun²

1.
1. Beijing Institute of Civil Engineering and Architecture,Beijing 100044,China;
2.
2. Jiangxi Vocation and Technology College of Communication,Nanchang 330013,China

Received Date: 2008-12-20
Publish Date: 2009-11-20

Abstract

Abstract

Based on the design and construction scheme of transfer channel in International Trade Station of Beijing Subway No.10 Line,finite difference method is used to simulate the stress characteristic of existing piles and the displacement law during the excavation under subway station transfer channel construction,and the reasonable construction scheme is brought out.It is proved from the result that,if there aren't reinforcement measures on bridge piles,surface subsidence and settlement of bridge piles are large,and the bridge bearing capacity will be reduced seriously,therefore,the stability of bridge piles will be impacted seriously.As a result,during the excavation process of transfer channel,reinforcement measures are necessary to make sure the stability of bridge piles.
- subway,
- transfer channel,
- existing pile foundation,
- numerical simulation

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References(11)

References

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