The Comparative Analysis Research of the Finite Element between Sand Lining Teethed Pile and Smooth Pile

Xi Dong Wang; Yong Fen Ruan

doi:10.4028/www.scientific.net/AMR.1030-1032.905

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1030-1032The Comparative Analysis Research of the Finite...

The Comparative Analysis Research of the Finite Element between Sand Lining Teethed Pile and Smooth Pile

Abstract:

Sand lining teethed pile is a new prestressed pile, and it has been gradually spread and used in Kun Ming of Yun Nan Province, meanwhile, it has achieved better work in practical engineering applications. Compared with common prestressed smooth pile, the working mechanism that tooth of the pile combines with the sand lining of the pile makes bearing capacity and the play speed of bearing capacity have significantly improved. This paper builds a three-dimensional entity pile base model with Midas GTS and analyzes the work performance of two kinds of precast piles from pile settlement and soil displacement around pile aspects. This template explains and demonstrates how to prepare your camera-ready paper for Trans Tech Publications. The best is to read these instructions and follow the outline of this text.

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Periodical:

Advanced Materials Research (Volumes 1030-1032)

Pages:

905-907

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1030-1032.905

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Cite this paper

Online since:

September 2014

Authors:

Xi Dong Wang*, Yong Fen Ruan

Keywords:

Carrying Capacity, Contact Boundary, Finite Element, Settlement, Toothed Pile

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* - Corresponding Author

References

[1] Xiaonan Gong. Soil plasticity [M]. 1st edition. HangZhou: Zhejiang University press, 1999. (In Chinese).

Google Scholar

[2] Yang Zhong, Yonghui Gan . Experimental study on vertical bearing capacity of prestressed pile tooth surface [J]. Industrial Buildings. 2009, 39. 3.: 69-72. (In Chinese).

Google Scholar

[3] Xuefeng Guo. Toothed margin improved vertical bearing capacity of the pile [J]. Hohai University Journal. 2013, 8: 96-97. (In Chinese).

Google Scholar

[4] VESIC A C. Expansion of cavity in infinite soil mass 1972. 03: 265-289.

Google Scholar

[5] Kassir M K, Sin G C. Mechanics of fracture[M]. Dordrecht: Noordhoff International Publishing, 1975: 1-4.

Google Scholar