EXPERIMENTAL RESEARCH ON LOAD-CARRYING PROPERTIES OF SIX-PILE CAP UNDER CONCRETE WALL

Lu Jianfeng; Jiang Yongsheng; Liang Shuting

doi:10.13204/j.gyjz201202017

Volume 42 Issue 2

Dec. 2014

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Lu Jianfeng, Jiang Yongsheng, Liang Shuting. EXPERIMENTAL RESEARCH ON LOAD-CARRYING PROPERTIES OF SIX-PILE CAP UNDER CONCRETE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 74-77,32. doi: 10.13204/j.gyjz201202017

Citation:

Lu Jianfeng, Jiang Yongsheng, Liang Shuting. EXPERIMENTAL RESEARCH ON LOAD-CARRYING PROPERTIES OF SIX-PILE CAP UNDER CONCRETE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 74-77,32. doi: 10.13204/j.gyjz201202017

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EXPERIMENTAL RESEARCH ON LOAD-CARRYING PROPERTIES OF SIX-PILE CAP UNDER CONCRETE WALL

doi: 10.13204/j.gyjz201202017

1.
1. Nanjing Architectural Design &Research Institute Co.Ltd,Nanjing 210005,China;
2.
2. College of Civil Engineering,Southeast University,Nanjing 210096,China

Received Date: 2011-06-24
Publish Date: 2012-02-20

Abstract

Abstract

Experimental research on five large-scaled six-pile caps showed that pile caps under concrete wall conform to spatial truss model with concrete struts and rebar ties.The failure might be caused by splitting of concrete struts or yielding of rebar.Elasto-plastic analysis was carried out with ABQUS program,and the results were highly in accordance with the test results.
- pile cap under concrete wall,
- spatial strut-and-tie model,
- splitting of struts,
- FE analysis