›› 2005, Vol. 26 ›› Issue (11): 1834-1836.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

An example of treating collapsible loess by super down hole deep compaction

FENG Zhi-yan1, 2, LIN Zai-guan3, ZHENG Xiang2   

  1. 1. Institute of Geotchnical Engineering, Xi’an University of Technology，Xi’an 710048, China; 2.College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China; 3. Northwest Institute of Design and Investigation, Xi’an 710003, China
  • Received:2004-11-27 Online:2005-11-10 Published:2014-01-03

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Abstract: In loess foundation engineering, it is often necessary both to eliminate the collapsibility and increase the bearing capacity. down hole deep compaction is a relative new foundation treatment method. The analysis of tests results, including in-situ single piles loading tests, loading tests on soils between piles and other tests, illustrates that the down hole deep compaction is an effective foundation treatment method to eliminate the collapsibility of loess, increase the bearing capacity and improve the behavior of composite foundations.

Key words: down hole deep compaction, loess, collapsibility, bearing capacity

CLC Number: 

  • TU 472
  • 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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