Technical Papers
May 26, 2016

Molding Process Design for Asphalt Mixture Based on Response Surface Methodology

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 11

Abstract

The values of key parameters, asphalt aggregate ratio, mixing/compacting temperature, striking/compacting times, and fiber content are usually determined according to bulk properties or empirical values when molding asphalt mixture, which is inefficient and subjective. In this study, a modified response surface methodology (RSM) method was introduced to comprehensively optimize design of asphalt mixture molding process with the optimal value of pavement performance as a response variable. The single-factor tests were first conducted to find the specific ranges of key factors in the response surface models. Then the response surface models between effect factors and three different pavement performance parameters were established based on the Box-Behnken design (BBD) theory. Lastly, the analytic hierarchy process (AHP) was applied to determine weights distribution of the effect factors, and the optimal values of effect factors and pavement performances were obtained. Results indicate that fitting errors of this modified RSM method is lower than 1.2%, and that the average prediction error is 0.87%. This modified model was proven to possess favorable fitting accuracy, predictive capability, and stability. Meanwhile, the method can ensure volumetric parameters are in compliance with regulatory requirements under the premise of improving the overall asphalt pavement performance.

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Acknowledgments

The authors express their appreciation for financial supports of National Natural Science Foundation of China (Nos. 51408258, 51578236, and 51278222); China Postdoctoral Science Foundation funded project (Nos. 2014M560237 and 2015T80305); Fundamental Research Funds for the Central Universities (JCKYQKJC06), and Science-Technology Development Program of Jilin Province (Nos. 20140203002SF and 20160520068JH).

References

Behiry, A. E. A. E. M. (2013). “Laboratory evaluation of resistance to moisture damage in asphalt mixtures.” Ain Shams Eng. J., 4(3), 351–363.
Bian, F., and Cai, H. (2012). “Choice of crack repairing material for asphalt pavement based on AHP.” J. Test. Eval., 40(7), 1–4.
Chavez-Valencia, L. E., Manzano-Ramírez, A., Alonso-Guzmán, E., and Contreras-García, M. E. (2007). “Modelling of the performance of asphalt pavement using response surface methodology—The kinetics of the aging.” Build. Environ., 42(2), 933–939.
Chávez-Valencia, L. E., Manzano-Ramírez, A., Luna-Barcenas, G., and Alonso-Guzmán, E. (2005). “Modelling of the performance of asphalt pavement using response surface methodology.” Build. Environ., 40(8), 1140–1149.
Durbach, I., Lahdelma, R., and Salminen, P. (2014). “The analytic hierarchy process with stochastic judgements.” Eur. J. Oper. Res., 238(2), 552–559.
Georgiou, S. D., Stylianou, S., and Aggarwal, M. (2014). “A class of composite designs for response surface methodology.” Comput. Stat. Data. Anal., 71, 1124–1133.
Hamzah, M. O., Golchin, B., and Tye, C. T. (2013). “Determination of the optimum binder content of warm mix asphalt incorporating Rediset using response surface method.” Constr. Build. Mater., 47, 1328–1336.
Hejazi, T. H., Seyyed-Esfahani, M., and Mahootchi, M. (2013). “Quality chain design and optimization by multiple response surface methodology.” Int. J. Adv. Manuf. Tech., 68(1–4), 881–893.
Hou, Y. (2014). “Optimization model for uncertain statistics based on an analytic hierarchy process.” Math. Probl. Eng., 1–6.
Huang, Y., and Hsieh, C. Y. (2014). “Influence analysis in response surface methodology.” J. Stat. Plan. Inference, 147, 188–203.
Hunter, A. E., McGreavy, L., and Airey, G. D. (2009). “Effect of compaction mode on the mechanical performance and variability of asphalt mixtures.” J. Transp. Eng., 839–851.
Jato-Espino, D., Rodriguez-Hernandez, J., Andrés-Valeri, V. C., and Ballester-Muñoz, F. (2014). “A fuzzy stochastic multi-criteria model for the selection of urban pervious pavements.” Expert. Syst. Appl., 41(15), 6807–6817.
JTG. (2011). “Standard test methods of bitumen and bitumious mixtures for highway engineering.”, China Communications Press, Beijing (in Chinese).
Kavussi, A., Qorbani, M., Khodaii, A., and Haghshenas, H. F. (2014). “Moisture susceptibility of warm mix asphalt: A statistical analysis of the laboratory testing results.” Constr. Build. Mater., 52, 511–517.
Lin, J., Guo, P., Wan, L., and Wu, S. (2012). “Laboratory investigation of rejuvenator seal materials on performances of asphalt mixtures.” Constr. Build. Mater., 37, 41–45.
Liu, Y., Han, S., Zhang, Z., and Xu, O. (2012). “Design and evaluation of gap-graded asphalt rubber mixtures.” Mater. Des., 35, 873–877.
MATLAB [Computer software]. MathWorks, Natick, MA.
Pérez-Jiménez, F., Martínez, A. H., Miró, R., Hernández-Barrera, D., and Araya-Zamorano, L. (2014). “Effect of compaction temperature and procedure on the design of asphalt mixtures using Marshall and gyratory compactors.” Constr. Build. Mater., 65, 264–269.
Peterson, R. L., Mahboub, K. C., Anderson, R. M., Masad, E., and Tashman, L. (2004). “Comparing superpave gyratory compactor data to field cores.” J. Mater. Civ. Eng., 78–83.
Priyadharshini, Y., Maheshwari, S., Padmarekha, A., and Krishnan, J. M. (2013). “Effect of mixing and compaction temperature on dynamic modulus of modified binder bituminous mixtures.” Procedia Soc. Behav. Sci., 104, 12–20.
Roberts, F. L., Mohammad, L. N., and Wang, L. B. (2002). “History of hot mix asphalt mixture design in the United States.” J. Mater. Civ. Eng., 279–293.
Sanchez-Alonso, E., Vega-Zamanillo, A., and Castro-Fresno, D. (2012). “Effect of type of compaction on mechanical properties in warm-mix asphalts.” J. Mater. Civ. Eng., 1043–1049.
Yadav, O. P., Thambidorai, G., Nepal, B., and Monplaisir, L. (2014). “A robust framework for multi-response surface optimization methodology.” Qual. Reliab. Eng. Int., 30(2), 301–311.
Yang, I. T., Wang, W. C., and Yang, T. I. (2012). “Automatic repair of inconsistent pairwise weighting matrices in analytic hierarchy process.” Autom. Constr., 22, 290–297.
Yiqiu, T., Haipeng, W., Shaojun, M., and Huining, X. (2014). “Quality control of asphalt pavement compaction using fibre Bragg grating sensing technology.” Constr. Build. Mater., 54, 53–59.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 11November 2016

History

Received: Feb 27, 2015
Accepted: Mar 3, 2016
Published online: May 26, 2016
Discussion open until: Oct 26, 2016
Published in print: Nov 1, 2016

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Authors

Affiliations

Peng Zhang, Ph.D. [email protected]
Engineer, Pavement Preservation Center, Jiangsu Transportation Institute, Nanjing 211112, China. E-mail: [email protected]
Yong Chun Cheng [email protected]
Professor, College of Transportation, Jilin Univ., Changchun 130025, China. E-mail: [email protected]
Jing Lin Tao [email protected]
Ph.D. Candidate, College of Transportation, Jilin Univ., Changchun 130025, China. E-mail: [email protected]
Professor, College of Transportation, Jilin Univ., Changchun 130025, China (corresponding author). E-mail: [email protected]

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