Numerical Analysis and Experimental Study on Consolidation of the Squeezed Branch Pile

Ya Jun Yin; Guang Han Xu; Yong Mei Qian

doi:10.4028/www.scientific.net/AMR.889-890.1392

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 889-890Numerical Analysis and Experimental Study on...

Numerical Analysis and Experimental Study on Consolidation of the Squeezed Branch Pile

Abstract:

The squeezed branch pile is a kind of frictional end bearing pile which is variable cross-section, a new type of pile foundation with characteristics of high bearing capacity and low settlement. In order to explore vertical settlement regularity of the squeezed branch pile, this paper carries out the theoretical analysis and experimental research on the consolidation settlement law of the squeezed branch pile through the numerical method and static load test. The results of numerical analysis and experimental research show that vertical consolidation settlement is reduced along with increase of the squeezed branch pile diameter, and the settlement of the squeezed branch pile is given priority to consolidation.

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Periodical:

Advanced Materials Research (Volumes 889-890)

Pages:

1392-1397

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.889-890.1392

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Online since:

February 2014

Authors:

Ya Jun Yin*, Guang Han Xu, Yong Mei Qian

Keywords:

Consolidation, Finite Element Method (FEM), Settlement, Squeezed Branch Pile

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