Analysis of the Bearing and Deformation Characteristics for Large Diameter Pile

Dong Xiao Zhang

doi:10.4028/www.scientific.net/AMR.1021.79

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1021Analysis of the Bearing and Deformation...

Analysis of the Bearing and Deformation Characteristics for Large Diameter Pile

Abstract:

Base on the static load test curves of large diameter pile, the process of pile top and bottom settlement have been studied, together with deep analysis of bearing and deformation characteristics. The study shows that side friction play before end resistance, steep fall of curves caused by sediment compaction is a sign of pile side friction to the limit; pile material occurs elastic deformation in the process of loading.

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Periodical:

Advanced Materials Research (Volume 1021)

Pages:

79-82

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1021.79

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Online since:

August 2014

Authors:

Dong Xiao Zhang*

Keywords:

Bearing, End Resistance, Large Diameter Pile, Settlement, Side Friction

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References

[1] Zhang Zhong-miao, Tang Zhan-fei, etc. Research on the bearing characteristics for drilling pile based on settlement of pile top and bottom [J]. Journal of geotechnical engineering, 1997, 19(4): 88 ～ 93.

Google Scholar

[2] Liu Songyu, Ji Peng etc. Large Transfer Behavior of Large Diameter Cast-in –place Piles Embedded in Soft Rock [J]. Journal of geotechnical engineering, 1998, 20 (4) : 58-61.

Google Scholar

[3] Jiang Li-xin, Zhang Yi-jing, etc. Effect of Pile-end Soils in Load Transferring for Large Diameter Piles [J]. Journal of Zhu-Zhou Institute of Technology, 2006, 20 (4): 86 ～ 89.

Google Scholar

[4] Lei Jin-Song. Research on Side Friction and End Resistance and Settlement of Large Diameter Piles [D]. Master degree theses of kun-Ming university of science and technology, (2002).

Google Scholar