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Mechanistic Study of Composite Pavement Behavior in Heavy Duty Area

Authors: Seung Woo Lee, Young Kyu Kim, Makara Rith


In heavy duty areas, asphalt pavement constructed as entrance roadway may expose distresses such as cracking and rutting during service life. To mitigate these problems, composite pavement with a roller-compacted concrete base may be a good alternative; however, it should be initially investigated. Structural performances such as fatigue cracking and rut depth may be changed due to variation of some design factors. Therefore, this study focuses on the variation effect of material modulus, layer thickness and loading on composite pavement performances. Stress and strain at the critical location are determined and used as the input of transfer function for corresponding distresses to evaluate the pavement performance. Also, composite pavement satisfying the design criteria may be selected as a design section for heavy duty areas. Consequently, this investigation indicates that composite pavement has the ability to eliminate fatigue cracking in asphalt surfaces and significantly reduce rut depth. In addition, a thick or strong rigid base can significantly reduce rut depth and prolong fatigue life of this layer.

Keywords: Ports, cracking, composite pavement, rutting

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[1] APA (Asphalt Pavement Alliance). (2002). Perpetual Pavement: A Synthesis. APA 101, Lanham, Maryland.
[2] Bathe, K. J. (1982). Finite Element Procedures in Engineering Analysis. Prentice-Hall.
[3] Barber, S. D. (1980). Pavement Design for Port Area. PhD Dissertation. University of Newcastle. U.K.
[4] Haas, R., Hudson, W.R. and Zaniewski, J. (1994). Modern Pavement Management. Krieger Publishing Company, USA.
[5] Hossain, M. S. and Ozyildirim, H. C. (2016). Investigation of Roller-Compacted Concrete for use in Pavements in Virginia. FHWA Report VTRC 17-R10. Virginia Transportation Research Council.
[6] Huang, Y.H. (2004). Pavement Analysis and Design, Second Edition. Pearson Education, USA.
[7] Mallick, R.B. and El-Korchi, T. (2009). Pavement Engineering – Principles and Practice. CRC Press. USA.
[8] Meletiou, M. and Knapton, J. (1996). UNCTAD Monograph on Port Management – Container Terminal Pavement Management. Monograph No.5. United Nations, USA.
[9] Moffatt and Nichol. (2006). Operational Area Consideration for Pavement Design – Container Terminal and Intermodal Rail Yard. Maffatt & Nichol, California, USA.
[10] Newcomb, D.E., Buncher, M. and Huddleston, I.J. (2000). Concept of Perpetual Pavements. Transportation Research Circular No. 503. Perpetual Bituminous Pavements, Transportation Research Board, Washington, DC.
[11] NCHRP (National Cooperative Highway Research Program). (2004). Part 3 Design Analysis – Guide for mechanistic-empirical design of new and rehabilitation pavement structures. Final Report 1-37A. Illinois, USA.
[12] Nunez, O. (2007). Composite Pavements: A Technical and Economic Analysis During Pavement Type Selection Process. Master Degree Thesis. Civil and Environmental Engineering, Virginia Polytechnic Institute and State University, Virginia, USA.
[13] PCA (Portland Cement Association). (1987). Structural Design of Roller-Compacted Concrete for Industrial Pavement. Concrete Information. Illinois, USA.
[14] PCA (Portland Cement Association). (2009). Thickness Design of a Roller-Compacted Composite Pavement System. PL633. Illinois, USA.
[15] PCA (Portland Cement Association). (2010). Guide for Roller-Compacted Concrete Pavements. Manual. Illinois, USA.
[16] SHRP (Strategic Highway Research Program). (2013). Composite Pavement Systems – HMA/PCC Composite Pavement. Volume 1. Transportation Research Board (TRB). Washington, DC.
[17] Tayabji, S.D. and Halpenny, D.J. (1987). Thickness Design of Roller-Compacted Concrete Pavement. Annual Meeting. Transportation Research Board (TRB), Washington, DC.