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Reliability Based Cost Effective Design of Asphalt Pavements Considering Fatigue and Rutting

並列摘要


Structural design of an asphalt pavement is associated with the multilayer design thicknesses and multiple failure modes. Therefore, multiple design solutions can be obtained in the form of different thickness combinations. The cost of each design solution may be different. This paper shows that a cost-effective design section of the pavement exists. This work focuses on the reliability based cost-effective design methodology considering fatigue and rutting failures. Two parameters, namely asphalt layer and granular layer thicknesses, are taken as the design variables. An automated scheme has been developed to identify the lowest cost design solution by using the simplex method of optimization technique.

並列關鍵字

Cost Fatigue Pavement design Reliability Rutting

參考文獻


Theyse, H.L., Beer, M., and Rust, F.C. (1996). Overview of the South African Mechanistic Pavement Design Analysis Method, Transportation Research Record, No. 1539, pp. 6-17.
Rajbongshi, P., and Das, A. (2008). Optimal Aasphalt Pavement Design Considering Cost and Reliability, Journal of Transportation Engineering, ASCE, 134(6), pp. 255-261.
American Association of State Highway and Transportation Officials. (1993). Guide for Design of Pavement Structure, AASHTO, Washington, DC, USA.
Sun, L., and Hudson, W.R. (2005). Probabilistic Approaches for Pavement Fatigue Cracking Prediction Based on Cumulative Damage Using Miner's Law, Journal of Engineering Mechanics, ASCE, 131(5), pp. 546-549.
Sun, L., Hudson, W.R., and Zhang, Z. (2003). Empirical-Mechanistic Method Based Stochastic Modeling of Fatigue Damage to Predict Flexible Pavement Cracking for Transportation Infrastructure Management, Journal of Transportation Engineering, ASCE, 129(2), pp. 109-117.

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