Study on the Deformation Characteristics of Supporting System of Deep Foundation Pit in Subway Station Construction

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Abstract:

Taking Jiyu Bridge Station of Wuhan Metro Project as example, the deformation characteristics of supporting system of deep foundation pit was studied by means of numerical simulation (FLAC3D) in consideration of construction order. The deformation fields of different excavation depths of diaphram wall were obtained and analyzed in order to gain the maximum horizontal displacement value and settlement value. By comparison with the monitoring data, the simulation results can basically reflect the deformation characteristics. Moreover, the simulation results showed that the application of diaphram wall was feasible for foundation pit supporting in Jiyu Bridge Station, meanwhile, the results can be based on to guide the construction.

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Periodical:

Advanced Materials Research (Volumes 243-249)

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546-551

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Online since:

May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] L. Li., M. Yang and J.H. Xiong. China Civil Engineering Journal. Vol. 40 (2007), pp.66-72

Google Scholar

[2] M.J. Lǚ. Construction Technology. Vol. 39 (2010), pp.115-117

Google Scholar

[3] J.H. Wang, Z.H. Xu and W.D. Wang. Chinese Journal of Geotechnical Engineering. Vol. 29 (2007), pp.1899-1903

Google Scholar

[4] Y.C. Ding, J.H Wang, Z.H Xu and J.J Chen. Journal of Shanghai Jiaotong University. Vol. 42 (2008), pp.1871-1875

Google Scholar

[5] Vladimivov V B, Zaretskij Yu K and Orekhov V V. Gidroteknicheskoe Stroitel' stvo. Vol. 23 (2003), pp.47-52

Google Scholar

[6] Kim Dongwon, Huh Songhoe, Seo Samjun. Lecture Notes in computer science. Heidelberg Berlin: Springer, 2005: 579-587

Google Scholar

[7] Y.B. Mei. Chinese Journal of Geotechnical Engineering. Vol. 32 (2010), pp.463-467

Google Scholar

[8] Mayoraz F and Vulliet L. The international Journal of Geomechanics. Vol.2 (2002), pp.153-174

Google Scholar