Graphical solutions for back-calculation of rigid pavement parameters

Journal of Transportation Engineering

Volumn 124, Issue 1, 1998, Pages 102-104

  Fwa, T F ^a,b   Tan, K H ^b   Li, S ^b  

^a ASCE   (Singapore)

^b NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0004581269     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(1998)124:1(102)     Document Type: Article

References (3)

1. AASHTO guide for design of pavement structures.. (1993). Am. Assn. of State Hwy. and Transp. Officials, Washington, D.C.
2. Ioannides, A. M., Barenberg, E. J., and Lary, J. A. (1989). "Interpretation of falling weight deflectometer results using principles of dimensional analysis." Proc., 4th Int. Conf. on Concrete Pavement Des. and Rehabilitation, 231-247.
3. Li, S., Fwa, T. F, and Tan, K. H. (1996). "Closed-form back-calculation of rigid-pavement parameters." J. Transp. Engrg., ASCE, 122(1), 5-11.