›› 2007, Vol. 28 ›› Issue (S1): 719-723.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Dynamical analysis of the cast-in-situ concrete thin-wall pipe pile composite foundation

ZHOU Yun-dong1, ZHU Xiao-chun2   

  1. 1.Geotechnical Research Institute, Hohai University, Nanjing 210098, China; 2. China International Water & Electric Corp., Beijing 100011, China
  • Received:2007-04-10 Online:2007-10-25 Published:2014-03-28

Abstract: The method of dealing with 2D calculation model of the cast-in-situ concrete thin-wall pipe pile composite foundation in dynamic characteristic analysis has been simplified and presented due to its shortcomings in current methods. It is systematically studied through the calculation program exploited by Geotechnical Research Institute of Hohai University that dynamic characteristics of this composite foundation is preferable to original foundation. The examples show that the horizontal acceleration of ground surface increscent but the vertical horizontal acceleration decreases, the holistic stress surface consistent except for the verticality, and the earthquake resistance of this new type composite foundation predominant from the result of dynamic shear stress calculation.

Key words: cast-in-situ concrete thin-wall pipe pile composite foundation, 2D simplified calculation model, seismic loading, dynamic characteristics

CLC Number: 

  • TU 473
  • 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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