›› 2006, Vol. 27 ›› Issue (6): 969-972.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Discussion of projects of handling soft soil foundation reinforced by DJM piles based on settlement control

HU Chun-lin1, 2, WANG Mao-li1, LI Kun1   

  1. 1. School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China; 2. Shanghai Institute of Applied Mathematics and Mechanics, Shanghai University, Shanghai 200072, China
  • Received:2004-09-28 Online:2006-06-10 Published:2013-11-14

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Abstract: Combinating the typical engineering geology characteristics and the typical example, the method of calculating settlement of handling the soft soil roadbed by DJM piles are discussed; and on the basis of settlement control and analysis, the project of design use DJM pile to handle soft soil roadbed was chose optimally, especially the pile length choice and pile distance choice are discussed. And the different design schemes based on settlement control were analyzed and compared; some physically and very beneficial conclusion are drawn for using DJM piles to handle the bridge head roadbed and curing the automobile bouncing on either end of bridge etc.; and they have the direct leading meaning.

Key words: DJM pile, soft soil foundation, settlement control, selection of schemes

CLC Number: 

  • TU 433
  • 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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