›› 2003, Vol. 24 ›› Issue (2): 266-269.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Distinguishing liquefaction characteristics of foundations around subway tunnel

ZHONG Xiao-chun, LIU Han-long, YU Xiang-juan, GAO Yu-feng   

  1. Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China
  • Received:2002-01-29 Online:2003-02-10 Published:2014-08-19

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Abstract: Great advances have been made in the research on the liquefaction distinguishing; and some methods have been matured. This paper is to probe into the differences among using different methods such as anti-earthquake design specification for architecture structure, anti-earthquake design specification for railway engineering, effective stress method of finite element for free field and effective stress method of finite element taking into account the change of stress status owing to subway tunnel’s construction. Finally, the mechanism for the differences is explained. So the paper is taken as a reference for the survey, design and construction of underground engineerings.

Key words: specification method, effective stress method, soil liquefaction distinguishing

CLC Number: 

  • TU 411.3
  • 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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