Effect of Orientation of Approach Slabs on Pavement Deformation

Author:

Wong H. K. W.1,Small J. C.2

Affiliation:

1. Consultant, Golder Assoc. Ltd., #108‐2790 Gladwin Rd., Abbotsford, BC, Canada V2T4S8

2. Assoc. Prof., School of Civ. and Min. Engrg., Univ. of Sydney, NSW 2006, Australia

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference6 articles.

1. Barenberg E. J. and Hazarida B. P. (1976). “Use of University of Illinois test track to evaluate pavement performance.” Transp. Res. Rec. 574 TRB Washington D.C. 38–50.

2. Brown S. F. and Brodrick B. V. (1981). “Nottingham pavement test facility.” Transp. Res. Board No. 810 TRB Washington D.C. 67–72.

3. Paterson W. D. O. (1972). “Deformations in asphalt concrete wearing courses caused by traffic.” Proc. 3rd Int. Conf. on Struct. Design of Asphaltic Pavements London England 317–325.

4. Road Transport Research. (1985). “Full scale pavement tests.” Rep. Organisation for Economic Co‐Operation and Development (OECD) Paris France.

5. The application of a full‐scale road simulator to the study of highway pavements;Shackel B.;Australian Road Res.,1978

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