The Analysis on Monitoring Data and Finite Element Simulation of the Deep Foundation Pit in Tianjin

Shi Lun Feng; Yong Han; Jun Li; Pu Lin Li; Jie Liu

doi:10.4028/www.scientific.net/AMR.243-249.2543

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249The Analysis on Monitoring Data and Finite Element...

The Analysis on Monitoring Data and Finite Element Simulation of the Deep Foundation Pit in Tianjin

Abstract:

Through the analysis on monitoring data of the deep foundation pit in Tianjin, it was observed that the lateral deformation of the retaining wall at the corner was smaller than the deformation in the middle. Based on the analysis of the results drawn from finite element simulation of the excavation process and the monitoring data, appropriate supporting structure stiffness parameters values used in Plaxis and Qimingxing are recommended for designing deep foundation pits in soft soil area.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

2543-2547

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.2543

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Online since:

May 2011

Authors:

Shi Lun Feng, Yong Han, Jun Li, Pu Lin Li, Jie Liu

Keywords:

Deep Foundation Pit, Finite Element, Lateral Deformation

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References

[1] Kung, G.T.C., Ou C.Y. and Juang C.H.: Computers and Geotechnics Vol. 36 (2009), pp.304-319.

Google Scholar

[2] Hashash Y.M.A., Marulanda C., Ghaboussi J., and Jung S.: Journal of Geotechnical and Geoenvironmental Engineering Vol. 132 (2006), pp.1019-1031.

DOI: 10.1061/(asce)1090-0241(2006)132:8(1019)

Google Scholar

[3] Finno R.J. and Calvello M.: Journal of Geotechnical and Geoenvironmental Engineering Vol. 131 (2005), pp.826-836.

Google Scholar

[4] Guobin Liu and Fubo Jia: Chinese Journal Rock Mechanics and Engineering, Vol.26 (2007), pp.3040-3044.(in Chinese)

Google Scholar

[5] Hongwei Ying, Xinyu Xie and Kanghe Xie: Journal of Building Structures Vol.20 (1999), pp.59-65. (in Chinese)

Google Scholar

[6] Rulong Wei: Chinese Journal of Geotechnical Engineering Vol.19 (1997), pp.88-92. (in Chinese)

Google Scholar

[7] Jianlin Yu and Xiaonan Gong: China Civil Engineering Journal Vol.35 (2002), pp.86-90. (in Chinese)

Google Scholar

[8] Yeqing Tang, Qimin Li and Jiangyu Cui, in: Analysis and Treatment of Deep Excavation Failure, China Architecture and Building Press (1999). (in Chinese)

Google Scholar

[9] Qin S Q, Wan L H, Tang T P, et al, in: Deep Foundation Pit Optimized Design, Earthquake Publishing House (1998). ( in Chinese)

Google Scholar