›› 2002, Vol. 23 ›› Issue (5): 622-626.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Comment on research of mechanical characterisitics of frozen soil walls in deep foundation pit support

DONG Zhao-xing, CUI Guang-xin   

  1. College of Architecture and Civil Engineering, China University of Mining and Technology, Xuzhou 221008, China)
  • Received:2001-08-16 Online:2002-10-10 Published:2016-09-04

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Abstract: Artificial ground freezing techningue will be used extensively in the underground construction,with ever increasing attention paid at home and abroad.Each method of frozen wall thickness was analyzed.The vavious methods for determining thinckness of a frozen soil wall are described and analyzed.Meanwhile,the tranin of thoughe and concrete contenets of desingning frozen soil walls'stability and reliabllity are also expounded.Finally,its research direction in future is proposed.

Key words: deep foundation pit, frozen soil wall thickness, mechanical characteristics, reliability theory

CLC Number: 

  • TU 472.9
  • 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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