›› 2006, Vol. 27 ›› Issue (S1): 969-972.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study on dynamic consolidation method for reinforcing soft foundations of highways

YU Kai-biao1, WANG Zhong-guo2, ZHANG Cheng-shun3   

  1. 1. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. Zhongnan Road and Bridge Co.Ltd., Xiaogan 432000, China; 3. Tianxian Expressway Building Co.Ltd., Tianmen 431700, China
  • Received:2006-05-10 Published:2006-12-15

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Abstract: The principle of the dynamic consolidation method(DCM)for reinforcing soft foundations is analyzed; pore water pressure through the whole working course is monitored; the curves of SCPT before and after tapering is given; the settlement curves of consolidation area to unconsolidated area and the result of loading test are shown.

Key words: reinforcing soft foundations, dynamic replacement, highway

CLC Number: 

  • TU 470
  • 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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