TECHNICAL PAPERS
Jan 14, 2011

Developing Master Curves and Predicting Dynamic Modulus of Polymer-Modified Asphalt Mixtures

Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 2

Abstract

Four kinds of polymer modifier widely used in China are selected to modify the performance of asphalt mixture: styrene butadiene styrene (China), PR PLAST.S (France), Domix (Germany), and Rad Spunrie (China). The main objective of this paper is to evaluate the influence of these polymer modifiers on the performance of asphalt mixture with the dynamic modulus |E| indicator through simple performance test. Dynamic modulus is adopted as the primary material property of hot mix asphalt mixtures in the M-E Pavement Design Guide 2002. In this study, the influences of temperature, frequency, and confining pressure on the dynamic characteristic of asphalt mixture are analyzed, and the master curves of dynamic modulus are developed and interpreted. The Witczak |E| predictive model, which is used in the M-E Pavement Design Guide, is also applied to predict the dynamic modulus, and the predicted values are compared with the examined results. Results show that all these polymer modifiers, especially Domix, can strengthen the mixture stiffness, and that high frequency, low temperature, and high confining pressure increase the dynamic modulus of asphalt mixtures. Additionally, the Witczak |E| model can soundly predict the dynamic modulus of polymer-modified asphalt mixtures.

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Acknowledgments

The writers are very thankful to anonymous reviewers for their insightful and constructive comments, which enable the writers to improve the content of the original manuscript, and to Ms. Siyuan Zhou at Nanjing Normal University and Ms. Regina Zolbrod at Catholic University of America, who helped to edit the presentation of the paper. This study is sponsored in part by the National Science Foundation (NSF) under Grant No. NSFCMMI-0408390 and NSF CAREER Award No. NSFCMMI-0644552, by the American Chemical Society Petroleum Research Foundation under Grant No. UNSPECIFIEDPRF-44468-G9, by the Changjiang Scholarship of Ministry of Education of China, by the Huoyingdong Educational Foundation under Grant No. UNSPECIFIED114024, by the Jiangsu Natural Science Foundation under Grant No. UNSPECIFIEDSBK200910046, by the Jiangsu Postdoctoral Foundation under Grant No. UNSPECIFIED0901005C, by the Shandong DOT, by the Shanxi DOT, by the Shanxi DOT under Grant No. UNSPECIFIED7921000015, and by the Yunnan DOT under Grant No. UNSPECIFIED2007(A)1–03, to which the writers are very grateful.

References

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 23Issue 2February 2011
Pages: 131 - 137

History

Received: Nov 18, 2009
Accepted: Jun 22, 2010
Published online: Jan 14, 2011
Published in print: Feb 2011

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Authors

Affiliations

Ph.D. Candidate, School of Transportation, Southeast Univ., Sipailou 2#, Nanjing 210096, People’s Republic of China (corresponding author). E-mail: [email protected]
Lu Sun, M.ASCE [email protected]
Professor, School of Transportation, Southeast Univ., Sipailou 2#, Nanjing 210096, People’s Republic of China; and, Dept. of Civil Engineering, Catholic Univ. of America, 620 Michigan Ave. NE, Washington, D.C. 20064. E-mail: [email protected]
Professor, School of Transportation, Southeast Univ., Sipailou 2#, Nanjing 210096, People’s Republic of China. E-mail: [email protected]
Zhiwei Chen [email protected]
M.E., Zhejiang Provincial KEWE Engineering Consulting Co., Ltd., Hangzhou 310002, People’s Republic of China. E-mail: [email protected]
M.E., School of Transportation, Southeast Univ., Sipailou 2#, Nanjing 210096, People’s Republic of China. E-mail: [email protected]

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