›› 2000, Vol. 21 ›› Issue (1): 92-96.

• Fundamental Theroy and Experimental Research • Previous Articles    

Research on the pile settlement considering thin interface

Chen Kaixu；An Guanfeng , Lu Liang   

  1. ( Institute of Architecture Design &Research Cangnan county Zhejiang Province, 325800 China) ( Department of Geotechnical Engineering, Tongji University, Shanghai 200092 , China)
  • Received:1998-04-20 Online:2000-03-20 Published:2016-11-21

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Abstract: The constitutive model of interface with thickness and elastic-plastic constitutive model have been employed in order to consider the behavior of interface element and the plasticity of soils . The research has been made on how the pile geometry , mechanical behavior of pile, soil mechanical behavior and interface behavior have influence on the pile settlement by 2D-FEM . Subsequently , several conclusions have been drawn .

Key words: interface constitution, elastic-plastic constitution, 2D-FEM

CLC Number: 

  • TU 471
  • 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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