›› 2007, Vol. 28 ›› Issue (S1): 403-407.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Numerical simulation of behaviour of piled foundation influenced by tunneling

LUO Wen-lin, LIU Cheng-wei, HAN Xuan   

  1. Beijing Geotechnical Institute, Beijing 100038, China
  • Received:2007-05-31 Online:2007-10-25 Published:2014-03-28

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Abstract: More attention is focused on the problem of tunneling passing across the adjacent pile foundation. On the basis of a study of the current research findings, the method and parameter determination of numerical simulating on pile foundation are discussed . A case history that the tunnel was constructed through the adjacent pile foundation in Beijing is simulated, and deformation characteristics of surrounding ground and neighboring piled foundations caused by tunnel excavation are analyzed. The research results can be served as a reference to predicting the influence on the surrounding environment by tunnel excavation.

Key words: tunnel excavation, pile foundation, numerical simulation

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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