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Study on Soil Improvement of TBM’S Commencement and Arrival in Water-Rich Sand Stratum

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Abstract:

In order to keep the safety construction during TBM’S commencement and arrival more and avoid surface settlement and failure accidents happening at the joint areas of TBM’S commencement and arrival, according to mechanical properties and deformation modes of water-rich sand stratum, mechanical and mathematical models are established, and theoretical equations of longitudinal improvement scope based on strength and stability theory are deduced. At the same time, according to geometric structure of TBM and permeability requirement of improved stratum, geometric criterions are proposed. By monitoring and analyzing the whole process of stratum improvement at the joint areas of TBM’S commencement and arrival in line 2 lot 2202 of Shenzhen Metro, longitudinal improvement theory and stratum adaptability of various improvement methods are verified, it provides a reliable theoretical basis for stratum improvement in water-rich sand stratum.

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Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

2119-2124

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.2119

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Online since:

September 2011

Authors:

Hua Jiang, Yu Sheng Jiang, Mao Lan Huang, Zhi Qiang Chen

Keywords:

Longitudinal Improvement Scope, TBM’s Commencement and Arrival, Theoretical Model, Water-Rich Sand Stratum

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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References

[1] QingHe Zhang, Yiqun Tang, Linde Yang: Underground Space.Vol.2(1994), p.110(In Chinese).

Google Scholar

[2] Dayong Li, Hui Wang, Teng Wang: Journal of Railway Engineering Society.Vol.2(2006), p.87(In Chinese).

Google Scholar

[3] Zhengxing Xin, Jinan Wang, Haita Ma, et al: Chinese Journal of Underground Space and Engineering.Vol.6(2006), p.513.

Google Scholar

[4] Liangwen Wei: Doctoral Dissertation of Tongji University, China 2007.

Google Scholar

[5] Tao Wu, Liangwen Wei, Qinghe Zhang: Chinese Journal of Underground Space and Engineering. Vol.3(2008), p.477

Google Scholar

[6] Longzhu Chen, Shengli Chen: Chinese Journal of Theoretical and Applied Mechanics, vol.6(2001), p.821.

Google Scholar

[7] Chambon.P, Corte J F: Journal of Geotechnical Engineering,Vol.7(1994), p.1148.

Google Scholar

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