State of the Art. I: Resilient Response of Unbound Aggregates-Reference-Cited by-同舟云学术

State of the Art. I: Resilient Response of Unbound Aggregates

Published:2000-01 Issue:1 Volume:126 Page:66-75
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Lekarp Fredrick¹²³,Isacsson Ulf¹²³,Dawson Andrew¹²³

Affiliation:

1. Swedish Nat. Rd. Admin., Constr. and Maintenance, Div. of Business and Engrg. Devel., Box 4018, SE-171 04 Solna, Sweden. E-mail: fredrick.lekarp@vv.se

2. Prof., Div. of Hwy. Engrg., Royal Inst. of Technol., SE-100 44 Stockholm, Sweden.

3. Sr. Lect., Dept. of Civ. Engrg., Univ. of Nottingham, University Park, Nottingham NG7 2RD, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282000%29126%3A1%2866%29

Reference61 articles.

1. Allaart A. P. ( 1992). “Design principles for flexible pavements a computational model for granular basis ” Proefschrift Technische Universiteit Delft Delft The Netherlands.

2. Allen J. ( 1973). “The effect of non-constant lateral pressures of the resilient response of granular materials ” PhD thesis University of Illinois at Urbana-Champaign Urbana Ill.

3. Allen J. J. and Thompson M. R. (1974). “Resilient response of granular materials subjected to time dependent lateral stresses.” Transp. Res. Rec. 510 Transportation Research Board Washington D.C. 1–13.

4. Barksdale R. D. and Itani S. Y. (1989). “Influence of aggregate shape on base behaviour.” Transp. Res. Rec. 1227 Transportation Research Board Washington D.C. 173–182.

5. Boyce H. 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 285–294.

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