Bored Pile Settlement Analysis of Pile End Grouting in Civil Engineering

Shao He Li; Qun Xian Lin; Jian Wu

doi:10.4028/www.scientific.net/AMR.568.99

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 568Bored Pile Settlement Analysis of Pile End...

Bored Pile Settlement Analysis of Pile End Grouting in Civil Engineering

Abstract:

The single pile subsidence quantity computation and the analysis theoretically has the load to transmit the law, the cutting deflection method, the theory of elasticity law and the lamination always legitimate and so on. This article has through hierarchical total legal analysis in bored pile end grouting after pile subsidence influence factor, And in a project as a background, establishes the single pile ANSYS finite element model in civil engineering. For the pile are no grouting, grouting pile slurry bubble size, grouting pile of grouting modulus such as the change of the situation analysis. The author drew on the bored pile end after grouting pile subsidence influence factor and the main reasons as well as some useful conclusions

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Advanced Research on Civil Engineering and Material Engineering

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Periodical:

Advanced Materials Research (Volume 568)

Pages:

99-102

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.568.99

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Online since:

September 2012

Authors:

Shao He Li, Qun Xian Lin, Jian Wu

Keywords:

Bored Pile, Civil Engineering, Grouting Slurry Bubble, Modulus, Settlement

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