Application of Long-Short-Pile Composite Foundation of High-Rise Building in Soft Soil

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Abstract:

A case of the long-short-pile composite foundation in liquefied soft soil under a 30-storey high-rise building is presented, in which the long and short piles are made of cement-flyash-gravel (CFG) and lime. A new design calculation method of bearing capacity and settlement of composite foundation is introduced, and the calculated value is compared with the actual measurement. The results show that the liquefaction of soft ground is eliminated and the demand of load and settlement for upper building is met. At the same time, it is proved that the design method is feasible.

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57-60

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December 2012

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Xinsheng Ge, Xiaonan Gong: Journal of Building Structures, Vol. 4-4 (2003), pp.91-96.

Google Scholar

[2] Chao Deng, Xiaonan Gong: Building Construction, Vol. 25-1 (2003), pp.18-20.

Google Scholar

[3] Xiaonan Gong: Composite Foundation Theory and Engineering Application (Zhejiang University Press, Hangzhou 2002).

Google Scholar

[4] Ministry of Construction P.R. China: Technical Code for Ground Treatment of Buildings (JGJ79-2002,) (China Building Industry Press, Beijing 2002). (in Chinese)

Google Scholar

[5] China Academy of Building Research: Code for Design of Building Foundation (GB5007-2002) (China Building Industry Press, Beijing 2002). (in Chinese)

Google Scholar