Parametric Study of Factors Affecting Flexible-Pavement Performance-Reference-Cited by-同舟云学术

Parametric Study of Factors Affecting Flexible-Pavement Performance

Published:1995-11 Issue:6 Volume:121 Page:485-494
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Collop A. C.¹,Cebon D.²

Affiliation:

1. Res. Assoc., Dept. of Engrg., Univ. of Cambridge, Cambridge, CB2 1PZ, United Kingdom.

2. Lect., Dept. of Engrg., Univ. of Cambridge, Cambridge, CB2 1PZ, United Kingdom.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281995%29121%3A6%28485%29

Reference37 articles.

1. AASHTO guide for design of pavement structures . (1986). Vol. 1 Am. Assoc. of State Hwy. and Transp. Officials Washington D.C.

2. Barber E. (1957). “Calculation of maximum pavement temperatures from weather reports.” Bull. 168 Hwy. Res. Board Washington D.C.

3. Brademeyer B. D. Delatte N. J. and Markow M. J. (1986). “Analysis of moving dynamic loads on highway pavements. Part II: Pavement response.” Int. Symp. on Heavy Vehicle Weights and Dimensions The Roads and Transp. Assoc. of Canada Canada 381–393.

4. Brown S. F. (1978). “Material characteristics for analytical pavement design. Ch. 2.” Developments in highway pavement engineering P. S. Pell ed. Applied Science Publishers Ltd. London U.K.

5. Improvements to Pavement Subgrade Strain Criterion

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