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Analysis of Foundation Scheme on Large-Scale Backfill Soil in the Proposed Urban Area

WU Xu-jun1,2,FAN Li-ming1,YIN Qi-lei1   

  1. 1.College of Construction Engineering,Jilin University,Changchun 130026,China;2.China Jingye Engineering Technology Ltd. Co.,Beijing 100088,China
  • Received:2007-11-29 Revised:1900-01-01 Online:2008-03-26 Published:2008-03-26
  • Contact: WU Xu-jun

Abstract: A new city zone will be built on a large area of backfill, and according to the complex engineering geology conditions, the CFG pile composite foundation scheme was finally selected. The isolated foundation and strip foundation were calculated and piles were designed after comprehensive analysis and comparison on economy, technique and construction period of various approaches like natural foundation and compound foundation etc. The CFG pile composite foundation is a kind of composite foundation that consists of CFG pile, soil among the piles and broken stone underlay. The CFG pile body is of good quality, short construction period, fast construction speed and big bearing capacity which can be more than 350 kPa. The CFG pile composite foundation should be adopted,if the maximum load of a pile is not more than 4 000 kN or there is a sand and gravel bed which is of high hydraulic permeability in the soil stratum.

Key words: backfill, composite foundation, CFG pile

CLC Number: 

  • TU473.1
[1] Wu Youping, Zhang Keneng, Liu Jie, He Jie. Settlement Characteristics of Composite Foundation Reinforced by Flexible Piles with Lateral Restraint [J]. Journal of Jilin University(Earth Science Edition), 2017, 47(3): 818-825.
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