›› 2004, Vol. 25 ›› Issue (2): 308-311.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental investigation and design analysis of vertically loaded cast-in-situ pile with expanded branches and plates

JU Yu-wen1, LIANG Ren-wang1, ZHAO Ming-wei2, BAI Xiao-hong1   

  1. 1.Department of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China; 2. College of Management Science and Engineering, Shanxi University of Finance and Economics, Taiyuan 030006, China
  • Received:2002-10-21 Online:2004-02-10 Published:2014-07-15

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Abstract: Based on the results of static loading tests and measurement of axial forces, the load-transferring mechanism and deformation behavior of vertically loaded cast-in-situ piles with expanded branches and plates are investigated and discussed through a pratical project. Further，an equation is developted to calculate the vertical bearing capacity. The results illustrate that the expanded branches or plates support the vertical load in excess of 50 % in post-loading; and the resistance of expanded branches or plates behaves as end-bearing force. The bearing capacity of the new type of pile increases as great as about 60 %-100 % over the common pile with constant cross-section.

Key words: cast-in-situ pile with expanded branches and plates, load-transferring mechanism, deformation, bearing capacity

CLC Number: 

  • TU 443
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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