Research on Fatigue Performance of Modified Asphalt Mixture in Intermediate Course of Pavement

Author:

Sun Zhao Hui1,Wang Xiao Hong2,Zhu Guang Qiang3,Ou Pei Dong4,Ma Jing3

Affiliation:

1. Shenyang Jianzhu University

2. The Third Engineering Company limited of China Railway 19th Bureau

3. The Civil Engineering School of Shenyang Jianzhu University

4. Taizhou City & Town Planning & Designing Institute

Abstract

Beam bending fatigue test was done by MTS810 using stress control mode, the double logarithm fatigue equations and Weibull fatigue equations of three types of modified asphalt mixtures for intermediate course under different design method are gained. Good performance of the modified asphalt mix design programs are choose to use in the Northeast region to explore the modified asphalt mix design method for the use of intermediate course through a comparative study of 3 types of modified asphalt mixture fatigue performance.

Publisher

Trans Tech Publications, Ltd.

Reference6 articles.

1. Monismith, C. L,J.A. Epps, D.A. Kasianchuk, and D.B. McLean, Asphalt Mixture Behavior in Repeated Flexure, Report TE 70-5, University of California, Berkeley, 1971: 303-308.

2. Pell, P.S., Characterization of Fatigue Behavior, Special Report 140: Structural Design of Asphalt Concrete Pavement Systems to Pavement Fatigue Cracking , HRB, National Research Council, Washington, D. C, (1973).

3. Lemaitre J. Damage modelling for prediction of plastic or creep fatigue failure in structures, (1979).

4. Chaboche J L. Continuum damage mechanicsa tool to describe phenomena before crack initiation. Nuclear Egng. and Design, 1981(64): 233-247.

5. Monismith C L, Epps J A, and Finn F N. Improved Asphalt Mix Design. Proc. of Asphalt Paving Technologists. San Antonio, Texas, (1985).

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