Efficiency of Pile Groups of Large Diameter Bored Cast-in-Place Pile

Xiu Bin Gong; Qing Lai Fan; Yong Jie Xu

doi:10.4028/www.scientific.net/AMR.261-263.1215

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 261-263Efficiency of Pile Groups of Large Diameter Bored...

Efficiency of Pile Groups of Large Diameter Bored Cast-in-Place Pile

Abstract:

Based on the framework of the FEM, the three-dimensional numerical analysis for evaluating the efficiency of pile groups of large diameter bored cast-in-place pile is conducted in this paper. The effect of the pile numbers and pile spacing on the efficiency of pile groups is obtained by studying the ultimate bearing capacity behavior of different arrangements of pile groups under vertical loading. Then they are compared with the calculated results gained by the formula of the efficiency factor of the pile groups based on superimposed stresses. The findings can serve as a reference for the design of large diameter bored cast-in-place pile.

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Periodical:

Advanced Materials Research (Volumes 261-263)

Pages:

1215-1219

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.261-263.1215

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Online since:

May 2011

Authors:

Xiu Bin Gong, Qing Lai Fan, Yong Jie Xu

Keywords:

Efficiency of Pile Groups, Large Diameter Bored Cast-in-Place Pile, Superimposed Stresses, Ultimate Bearing Capacity

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References

[1] Zhenbin Peng: Design Calculation and Construction of Bored Cast-in-place Pile Engineering (China University of Geosciences Press, Wuhan 1997) , in Chinese.

Google Scholar

[2] Hibbitt, Karlsson, Sorensen: ABAQUS Scripting User's Manual for Version6. 3 (HKS, Pawtucket 2002).

Google Scholar

[3] Zhuo Zhuang, Fan Zhang, Song Cen, et al: ABAQUS Nonlinear Finite Element Analysis and Case Study (Science Press, Beijing 2005) , in Chinese.

Google Scholar

[4] S F Zhao, Maotian Luan, A Z Lu: Proceedings of the First International Symposium on Frontiers in Offshore Geotechnics, 2005, pp.499-505.

Google Scholar

[5] China Building Research Establishment: JGJ94-2008 Technical Code for Building Pile Foundations (China Architecture & Building Press, Beijing 2008) , in Chinese.

Google Scholar

[6] Juyun Yuan, Jingpei Li, Xiaoming Lou, et al: Foundation Engineering Design Principles (Tongji University Press, Shanghai 2001) , in Chinese.

Google Scholar

[7] Yousheng Deng, Weiming Gong, Zhuoqiu Li: Journal of Wuhan University of Technology, Vol. 27(3) (2007), pp.108-110, in Chinese.

Google Scholar

[8] China Ministry of Communications: JTJ254-98 Technical Code for Building Port Engineering ( People's Communication Press, Beijing, 1998) , in Chinese.

Google Scholar