›› 2007, Vol. 28 ›› Issue (9): 1983-1986.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analysis of soft soil with viscoelastic fractional derivative Kelvin model

SUN Hai-zhong1, ZHANG Wei2   

  1. 1.Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2.Department of Mechanics and Civil Engineering, Jinan University, Guangzhou 510632, China
  • Received:2005-09-23 Online:2007-09-10 Published:2013-10-15

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Abstract: Soft soil is a material with the characteristics of viscosity, elasticity and plasticity. Till now, we have not yet seen researches on the creep laws of soft soil by using the models of fractional calculus. A number of one-dimensional consolidation tests for the Pearl River Delta typical soft soil have been carried out; and the creep laws of the soft soil are simulated by using fractional Kelvin model. The creep compliance and relaxation modulus of fractional Kelvin model and its application are discussed. It is shown by comparison with the traditional Kelvin model that fractional Kelvin model can simulate the creep compliance curves accurately. It has a simple and uniform form, only a few of the parameters should be adjusted in the calculation processes. It is predictable that fractional Kelvin body will have wide applications to the field of rheological constitution of soft soil and its calculation.

Key words: soft soil, viscoelasticity, fractional order derivative, creep

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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