Load Bearing Capacity Analysis of Squeezed Branch and Plate Pile under Vertical and Lateral Loads

Xiao Juan Gao; Yan Sun

doi:10.4028/www.scientific.net/AMR.255-260.3110

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Load Bearing Capacity Analysis of Squeezed Branch...

Load Bearing Capacity Analysis of Squeezed Branch and Plate Pile under Vertical and Lateral Loads

Abstract:

Considering the initial stress field and concrete damage, no-linearity caused by crack of concrete, non-linear of reinforcement, elastic-plastic of soil around pile, couple interaction between concrete and steel, non-linearity contact of interface between pile and soil, the lateral load bearing capacity of squeezed branch and plate pile under vertical and lateral load is studied with infinite element and finite element couple method. The results indicate that the vertical load decreases the lateral displacement of pile top and increase the pile lateral load bearing capacity at the same time.

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

3110-3113

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.3110

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Online since:

May 2011

Authors:

Xiao Juan Gao, Yan Sun

Keywords:

Finite Element Model (FEM), Lateral Bearing Capacity, Squeezed Branch an Plate Pile, Vertical load

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References

[1] GAO Xiaojuan,LIU Fengjun,LI Yuehui and ZHU Xiangrong. "calculation and influence factor analysis on lateral bearing capacity of squeezed branch pile", Engineering mechanics,2009,26(7):97-104(in chinese).

Google Scholar

[2] Qian, D.L., 2003. Study on bearing behavior of squeezed branch pile. Chinese Journal of Rock Mechanics and Engineering, 22(3):494-499 (in Chinese).

Google Scholar

[3] GAO Xiaojuan,ZHU Xiangrong and YANG Xiaobin. "Feasibility study of the squeezed branch pile in collapsible loess foundation", Industrial architecture,2006(in chinese).

Google Scholar

[4] ZHU Mingshuang. Experimental and Numerical Study on the Interaction Characteristics of cast-in—place Tubular Pile and Soil[D].Zhejiang university,2006(in chinese).

Google Scholar