Chapter
Apr 26, 2012

Numerical Computation and Analysis on Dynamic Pore Water Pressure in Asphalt Pavement

Publication: International Conference on Transportation Engineering 2007

Abstract

In order to analyze dynamical pore water pressure in saturated asphalt concrete pavement, a dynamic Finite Element Method (FEM) is derived by Galerkin Weighted Residual Method, based on Biot's consolidation theory and viscoelastic incremental constitutive equations. Using this FEM scheme, a one-quarter instance of double disk load model is numerated under semi-sinusoidal load and with Burgers viscoelastic constitutive equations to illustrate the spatial distribution and fluctuation of effective stress and pore water pressure according to time. Influences of the two key parameters — permeability coefficient and loading speed on the maximal pore water pressure are emphasized on, and a correlative equation about them is fit.

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Go to International Conference on Transportation Engineering 2007
International Conference on Transportation Engineering 2007
Pages: 2981 - 2986

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Published online: Apr 26, 2012

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Changhong Zhou [email protected]
School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian, Liaoning, P.R.China. E-mail: [email protected]
Zheren Wang
School of Science and Engineering on Communication, Harbin Institute of Technology, Harbin, Heilongjiang, P.R.China and School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian, Liaoning, P.R.China
Jingyun Chen
School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian, Liaoning, P.R.China
Yingjuan Qiao
School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian, Liaoning, P.R.China

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