Effect of Bond Condition on Flexible Pavement Performance-Reference-Cited by-同舟云学术

Effect of Bond Condition on Flexible Pavement Performance

Published:2005-11 Issue:11 Volume:131 Page:880-888
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Kruntcheva Mariana R.¹²³,Collop Andrew C.¹²³,Thom Nicholas H.¹²³

Affiliation:

1. Senior Lecturer, School of Engineering, Coventry Univ., Priory St., Coventry CV1 5FB, U.K. (corresponding author).

2. Professor of Civil Engineering, School of Civil Engineering, Univ. of Nottingham, University Park, Nottingham NG7 2RD, U.K.

3. Teaching and Research Fellow, School of Civil Engineering, 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%282005%29131%3A11%28880%29

Reference14 articles.

1. Al Hakim B. (1997). “An improved backcalculation method to predict flexible pavement layers moduli and bonding condition between wearing course and base course.” PhD thesis Liverpool John Moores Univ. Liverpool U.K.

2. The influence of bonding between bituminous layers;Brown S. F.;Highways Transp.,1984

3. Kennedy C. K. (1978). “The development of slip-planes in rolled asphalt surfacings.” TRRL Rep. LR 813 Transport Road Research Laboratory Crowthorne U.K.

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