Aggregate gradation design of asphalt mixture with stone-to-stone contact based on fuller’s model

Author:

Wang Li-jiu,Liu Hui,Zhao Shan-yu

Publisher

Springer Science and Business Media LLC

Subject

General Engineering,General Mathematics

Reference8 articles.

1. Vavrik W R, Pine W J, Huber G, Carpenter S H, Baliey R. The Bailey method of gradation evaluation: The influence of aggregate gradation and packing characteristics on voids in the mineral aggregate [J]. Journal of the Association of Asphalt Paving Technologists, 2001, 70: 132–175.

2. Vavrik W R, Huber G, Pine W J, Carpenter S H, Bailey R. Bailey method for gradation selection in hot-mix asphalt mixture design [J]. Transportation Research Board of the National Academies, Transportation Research E-Circular, 2002(44): 1–50.

3. Brown E R, Cross S A. A study of in-place rutting of asphalt pavements [R]. Nashville: The Annual Meeting of the Association of Asphalt Paving Technologists, 1989.

4. Wang Li-jiu, Liu Hui. Current status and future trends of aggregate grading design theory [J]. Highway, 2008 (1): 170–175 (in Chinese).

5. Wang Li-jiu, Liu Hui. Method of aggregate gradation design of skeleton denseness asphalt mixture [J]. China Journal of Highway and Transport, 2008, 21(5): 6–9 (in Chinese).

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