›› 2007, Vol. 28 ›› Issue (2): 237-240.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Rheological model and rheological equation of sullage soft soil under dynamic loading

HU Hua   

  1. Department of Civil Engineering, Xiamen University, Xiamen 361005, China
  • Received:2005-05-09 Online:2007-02-10 Published:2013-08-28

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Abstract: The theoretical analysis and test indicate that sullage soft soil has viscoelasto-plastic rheological characteristics under dynamic loading. Based on this, the viscoelasto-plastic rheological model is established, and a new rheological equation and dynamic rheological parameters are deduced. The research conclusions have important theoretical significance for us to analyze rheological dynamic response and stability, rheology dynamic mechanism of leading geological disaster, and also for us to keep geotechnical engineering security.

Key words: dynamic loading, sullage soft soil, viscoelasto-plastic rheological model, rheological equation

CLC Number: 

  • TU 447
  • 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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