Chapter
Apr 21, 2012

Void Bulk Modulus Reduction of Porous Asphalt Mixture Based on Porous Linear Elastic Continuum Theory

Publication: Road Materials and New Innovations in Pavement Engineering

Abstract

The void bulk modulus reduction of porous asphalt mixtures was evaluated using the Gassmann's equation to describe the relationship between the various bulk moduli and the percentage of air voids in porous asphalt mixtures along with the theory of linear elastic material with voids. A continuum interpretation of the porosity of the material was presented and used in the paper. The void bulk modulus was considered to represent the air voids reduction of the porous asphalt mixtures. The data showed a larger reduction in the void bulk modulus for the dry state when compared to the saturation state. The void bulk modulus under the dry state decreased by 8.4% with the 25% reduction in the initial air voids. However, the void bulk modulus decreased by 7.8% under the saturation state.

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Go to Road Materials and New Innovations in Pavement Engineering
Road Materials and New Innovations in Pavement Engineering
Pages: 1 - 8

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Published online: Apr 21, 2012

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MingFeng Chang, Ph.D. [email protected]
Student, Key Lab for Special Area Highway Engineer of Ministry of Education, School of Highway, Chang'an University, S. 2nd Ring Road, Xi'an, Shaanxi P.R. China 710064.E-mail: [email protected]
JianZhong Pei [email protected]
Associate Professor, Key Lab for Special Area Highway Eng. of Ministry of Education, School of Highway, Chang'an University, S. 2nd Ring Road, Xi'an, Shaanxi P.R. China 710064.E-mail: [email protected]

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