Resilient Response of Recycled Concrete Road Aggregates
Author:
Affiliation:
1. Member, ASCE
2. Sr. Lect., School of Engineering, Griffith Univ., PMB 50 Gold Coast MC, QLD 9726, Australia.
3. Grad. School of Engineering, Griffith Univ., PMB 50 Gold Coast MC, QLD 9726, Australia.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Transportation,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282001%29127%3A5%28450%29
Reference10 articles.
1. Boyce J. R. ( 1980). “A non-linear model for the elastic behaviour of granular materials under repeated loading.” Proc. Int. Symp. on Soils under Cyclic and Transient Loading Swansea U.K. 285–294.
2. Hicks R. G. ( 1970). “Factors influencing the resilient properties of granular materials.” PhD thesis University of California Berkeley Calif.
3. State of the Art. I: Resilient Response of Unbound Aggregates
4. Minty E. J. Pratt D. N. and Brett A. J. ( 1980). “Aggregate durability tests compared.” Proc. 10th ARRB Conf. Australia Road Research Board Sydney Australia 3 10–20.
5. Nataatmadja A. ( 1992). “Resilient modulus of granular materials under repeated loading.” Proc. 7th Int. Conf. on Asphalt Pavements Univ. of Nottingham Nottingham U.K. 1 172–185.
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