Research on the Pile Side Friction of Composite Foundation with Long-Short-Piles under High-Rise Building

Rong Yu; Xin Sheng Ge

doi:10.4028/www.scientific.net/AMR.639-640.644

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 639-640Research on the Pile Side Friction of Composite...

Research on the Pile Side Friction of Composite Foundation with Long-Short-Piles under High-Rise Building

Abstract:

It is used as an example that the composite foundation with long-short-piles is used in liquefied soil under a high-rise building .By using the finite element method, the effects of short pile replacement ratio, long pile replacement ratio, raft thickness on side friction of the pile are discussed respectively. The results show that: Short pile replacement ratio changes have an effect on side friction of the long pile from 4m to 15m. With long pile replacement ratio increasing, negative friction and positive friction of the long pile decreases gradually. With the raft thickness increasing, negative friction and positive friction of the long pile decreases gradually. Otherwise, the distance of side friction of the long pile comes up to zero increase gradually. These conclusions are provided as references for future optimum design.

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Periodical:

Advanced Materials Research (Volumes 639-640)

Pages:

644-647

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.639-640.644

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Online since:

January 2013

Authors:

Rong Yu, Xin Sheng Ge

Keywords:

Finite Element Method (FEM), Long-Short-Pile, Negative Friction, Positive Friction

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References

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