›› 2003, Vol. 24 ›› Issue (6): 1001-1006.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Creep properties of Lianyungang soft clay and its engineering application

YU Xin-bao，LIU Song-yu，MIAO Lin-chang   

  1. Institute of Geotechnical Engineering，Southeast University，Nanjing 210096，China
  • Received:2002-09-04 Online:2003-12-10 Published:2014-08-19

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Abstract: In order to study the creep properties of soft soil, a 1-D consolidation–creep test has been completed. The creep properties are summed up from the test results. The effect of the secondary consolidation on the consolidation process is analyzed by the parameter Cα/Δe100 Taking the saturated soft clay as viscoelastic body, a new method of separation of the secondary consolidation and primary consolidation is proposed. The method can also be used by the data collected at the field. Some interesting conclusions concerning the effect of secondary consolidation are drawn from the test results.

Key words: soft soil, creep, primary consolidation, secondary consolidation, viscoelastic body

CLC Number: 

  • TU 411
  • 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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