Study on the Law of Cement-Soil Mixing Pile Composite Foundation Settlement in Ancient Tower Translocation Project

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Longxi Tower translocation project is the first case of high-rise ancient tower structure translocation on soft soil foundation in China. Foundation treatment protocol and building materials are essential to control soft soil foundation settlement. Depending on Longxi Tower translocation project, firstly this thesis analyzed and confirmed control factors that impact foundation settlement and deformation; then combing with project experience, it selected cement soil mixing pile composite foundation method to treat soft soil foundation; and finally it confirmed the optimal solution to treat cement soil mixing pile composite foundation through analyzing the settlement law of cement soil mixing pile composite foundation. The analysis indicated that cement soil mixing pile composite foundation settlement are obviously impacted by translocation speed and retention time; foundation settlement and deformation level increase as translocation speed decreases and retention time increases; in the case that foundation settlement difference is not beyond 1/1000 of half the distance of track beams at the bottom of building, a treatment solution was made by analyzing how cement soil mixing pile settlement changes as translocation speed, retention time and other factors. The result showed that this treatment solution saved 42% of project cost more than the previous design solution. The research result of this thesis could be taken as a reference for the future similar projects.

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463-472

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February 2017

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© 2017 Trans Tech Publications Ltd. All Rights Reserved

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[1] E. J. Wu, Calculating Method of Settlement and Settlement difference of Track Building Monolithic Moving Engineering, J. Ind. Constr. 35 (2005) 879-881.

Google Scholar

[2] X. Meng, Numerical analysis of foundation settlement regularity in monolithic Building Moving Engineering, Shandong Jianzhu University, Ji Nan, (2012).

Google Scholar

[3] X. J. Xu, E. J. Wu. Foundation Treatment of Soft Soil Transition Section in Integral Building Translocation Project, J. Build. Constr. 24 (2002) 47-49.

Google Scholar

[4] J. Z. Tan, Theoretical analysis and engineering application of the translocation technique on buildings, Lanzhou University of Technology, Lanzhou, (2008).

Google Scholar

[5] W. M. Qiang, S. Y. Zhao, Z. S. Zhang, etc. Integral structure translocation technology study and engineering practice, Hebei Science and Technology Press, Shijiazhuang, (2009).

Google Scholar

[6] China Academy of Building Research Building foundation treatment technology specification (JGJ79-2012). Beijing: China Building Industry Press. (2012).

Google Scholar

[7] L. N. Sun, Study on composite foundation settlement and the optimization design under the control of settlement , Zhejiang University, Hangzhou, (2006).

Google Scholar

[8] J. C. Wang, Y. K. Chen, Application of ABAQUS in civil engineering, Zhejiang University Press, Hangzhou, (2006).

Google Scholar

[9] China Academy of Building Research Specification on design of concrete structure (GB50010-2010). Beijing: China Building Industry Press. (2012).

Google Scholar