Finite Element Study on Ring-Beam Supporting Structure of Deep Foundation Pit in Coastal Soft Soil Area

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Abstract:

Ring-beam supporting technology is increasingly used in coastal soft soil area. Based on a foundation pit supporting case of general hospital in Tianjin, the 3-dim finite element construction was simulated with MIDAS/GTS. According to the calculation, the stress and deformation characteristics of deep foundation pit supporting structure under the ring-beam action in soft soil area, and the surrounding soil settlement is analyzed. The final foundation pit supporting solution is selected between two different schemes. The analysis method and conclusions are useful for design and construction of other similar projects.

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1908-1911

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December 2012

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Cui Wang. The study on deep foundation pit deformation and surface subsidence of the metro in Tianjin. [D]. Tianjin university, 2005. (In Chinese)

Google Scholar

[2] Zhicheng Yu. Wenhua Shi. Design and construction of deep foundation pit supporting[M]. Beijing: China architecture &building press, 1997. (In Chinese)

Google Scholar

[3] Technical code for monitoring of building excavation engineering (GB50497-2009) Beijing: National standard of the People's Republic of China, 2009. (In Chinese)

Google Scholar