Chapter
Apr 26, 2012

Modeling of Rheological Behavior of Geomaterials Based on Fractional Viscoelastic Equation with Variable Parameters

Publication: Instrumentation, Testing, and Modeling of Soil and Rock Behavior

Abstract

Traditional fractional visco-elastic models with constant parameters cannot well depict the rheological behavior of geomaterials. The purpose of this paper is to weaken or eliminate the defects of fractional visco-elastic models by replacing some constant parameters with variable ones. Numerical simulation with the corresponding experimental data shows that the modified model can better describe the rheological behavior of geomaterials. Moreover, it is worth pointing out that the fractional order has a strong relationship with the deviatoric stress, which is suggested to be exponential in this paper.

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Go to Instrumentation, Testing, and Modeling of Soil and Rock Behavior
Instrumentation, Testing, and Modeling of Soil and Rock Behavior
Pages: 107 - 114

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Published online: Apr 26, 2012

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Master, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China.E-mail: [email protected]
Liu Hanlong [email protected]
Professor, Director and Dean, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, College of Civil Engineering and Transportation, Hohai University, Nanjing 210098, China.E-mail: [email protected]
Ph.D. Candidate, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China.E-mail: [email protected]
Hongmei Gao [email protected]
Ph.D. Candidate, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China.E-mail: [email protected]
Yunliang Cui [email protected]
Ph.D. Candidate, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China.E-mail: [email protected]

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