›› 2006, Vol. 27 ›› Issue (6): 973-976.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analysis of a driven pile by ANSYS

TANG Shi-dong, LI Yang   

  1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
  • Received:2004-09-08 Online:2006-06-10 Published:2013-11-14

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Abstract: The interaction of soil and pile is analyzed by ANSYS; and the state of stress and strain in the soil after the pile was driven in is simulated. By combining the contact analysis with birth - death element of ANSYS, and proposed the soil material comply with the Drucker-Prager criterion, the circulation command is used to analyze complicated soil stress state. These results are verified by limit equilibrium method and theory of expansion of a cavity.

Key words: ANSYS, pile, interaction of soil and pile, Drucker-Prager criterion

CLC Number: 

  • O 245 TU 473.1+2
  • 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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