Numerical Analysis on Effect of Pile Length on Bearing Capacity ofCement-Soil Mixing Pile Composite Foundation

ZHANG Wei-li , CAI Jian , GUO Jia , LIN Yi-xi , HUANG Liang-ji 

Journal of Changjiang River Scientific Research Institute ›› 2010, Vol. 27 ›› Issue (12) : 64-67.

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Journal of Changjiang River Scientific Research Institute ›› 2010, Vol. 27 ›› Issue (12) : 64-67.
HEALTHY CHANGJIANG RIVER

Numerical Analysis on Effect of Pile Length on Bearing Capacity ofCement-Soil Mixing Pile Composite Foundation

  • ZHANG Wei-li 1,2, CAI Jian 1, GUO Jia 2, LIN Yi-xi 3, HUANG Liang-ji 3
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Abstract

 Numerical simulation model were established with FLAC3D to calculate the bearing capacity, the settlement of composite foundation with different lengths of pile and the stress of pile and soil. The lengths of pile entered in the hard soil which have influence on the bearing behavior of composite foundation have been analyzed. The results show that the length of cement-soil pile entered in the hard soil has no obvious influence on the bearing capacity and the settlement of composite foundation. The length of the pile entered in the hard soil should be taken from two to five times pile diameter.

Key words

cement-soil mixing pile    / composite foundation  /   FLAC3D  /   pile length

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ZHANG Wei-li , CAI Jian , GUO Jia , LIN Yi-xi , HUANG Liang-ji . Numerical Analysis on Effect of Pile Length on Bearing Capacity ofCement-Soil Mixing Pile Composite Foundation[J]. Journal of Changjiang River Scientific Research Institute. 2010, 27(12): 64-67
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