TRB. Guide for Mechanistic-empirical Design of New and Rehabilitated Pavement Structures,NCHRP Project 1-37A [R].Washington,D. C.: TRB,2004.
[2]
AASHTO TP62-03, Standard Test Method for Determining the Dynamic Modulus of Hot-mix Asphalt Concrete Mixtures [S].
[3]
HU Xiao-di,ZHOU Fu-jie,WALUBITA L F,et al.Proposed Loading Wave Forms and Loading Time Equations for M-E Pavement Design and Analysis [J].Journal of Transportation Engineering,2010,136 (6): 518-527.
[4]
HUANG Y H. Pavement Analysis and Design [M].Upper Saddle River,NJ: Prentice Hall,1993.
[5]
BROWN S F. Determination of Young's Modulus for Bituminous Materials in Pavement Design [J]. Highway Research Board,1973,431: 38-49.
[6]
MCLEAN D B. Permanent Deformation Characteristics of Asphalt Concrete [D]. Berkeley: University of California,Berkeley,1974.
[7]
BARKSDALE R D. Compressive Stress Pulse Times in Flexible Pavements for Use in Dynamic Testing [J].Highway Research Record,1971,345: 32-44.
[8]
IKEDA T, ITOH M. Consideration on Equations for Estimating Tire Contact Pressure of a Large Truck [C] ∥The 60th Annual Conference of the Japan Society of Civil Engineers. Tokyo,Japan: JSCE,1985: 465-466.
[9]
陆金燕. 轮胎接地面三向力的动态测量[J]. 橡胶工业,1992 (10): 29-34.LU Jin-yan. Dynamitic Measurement of Three Dimensional tire Pavement Contact Forces [J]. Journal of Rubber Industry,1992 (10): 29-34.
[10]
HU Xiao-di, SUN Li-jun,WALUBITA L F.Laboratory Measurement of the Actual Tire-pavement Contact Pressure Using a Static Test Device [J]. Journal of Testing and Evaluation,2010,38 (1): 19-31.
[11]
DE BEER M,FISHER C,JOOSTE F J. Evaluation of Non-uniform Tyre Contact Stresses on Thin Asphalt Pavements [C] ∥ 9th International Conference on Asphalt Pavement. Copenhagen,Denmark: ISAP,2002.
[12]
MEYERS L A,ROQUE R,RUTH B E. Mechanisms of Surface-Initiated Longitudinal Wheel Path Cracks in High-Type Bituminous Pavements [J]. Journal of the Association of Asphalt Paving Technologists,1998,67:401-432.
[13]
DE BEER M,FISHER C,JOOSTE F J.Determination of Pneumatic Tyre /Pavement Interface Contact Stresses under Moving Loads and Some Effects on Pavements with Thin Asphalt Surfacing Layers [C] ∥Proceedings of the 8th International Conference on Asphalt Pavements,Washington,D. C.:
[14]
[s.n.] ,1997: 179-227.
[15]
LOULIZI A,AL-QADI I L,LAHOUAR S, et al,Measurement of Vertical Compressive Stress Pulse in Flexible Pavements: Representation for Dynamic Loading Tests [J]. Transportation Research Record, 2002,1816: 125-136.
[16]
AL-QADI I L,YOO P J. Effect of Surface Tangential Contact Stresses on Flexible Pavement Response [J].Journal of the Association of Asphalt Paving Technologists,2007,76: 663-692.