›› 2003, Vol. 24 ›› Issue (1): 113-117.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Displacement penetration method used for numerical simulation to jacked pile

ZHANG Ming-yi1, DENG An-fu2, GAN Teng-jun2   

  1. 1. Qingdao Institute of Architecture and Engineering, Qingdao 266033, China; 2. Chongqing University, Chongqing 400045, China
  • Received:2001-12-17 Online:2003-02-10 Published:2014-08-27

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Abstract: Numerical analysis of static piling based on the commonly used software ANSYS is done. The displacement penetration method is presented, which lets the pile move downward by means of the displacement boundary condition so that to simulate the piling process of jacked pile. The method takes some complex problems into account, such as elastoplastic constitutive law, large deformation and the sliding friction between pile and soil, which is more reality and has the effect of animated simulation.

Key words: jacked pile (static pressed pile), numerical analysis, displacement penetration method

CLC Number: 

  • 0241
  • 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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