Deflection Response Models for Cracked Rigid Pavements

Author:

Vepa T. S.1,George K. P.2

Affiliation:

1. Res. Asst., Civ. Engrg., Univ. of Mississippi, University, MS 38677.

2. Prof. of Civ. Engrg., Univ. of Mississippi, University, MS.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference31 articles.

1. “AASHO road test.” (1962). Rep. 5 Pavement Res. Spec. Rep. 61E American Association of State Highway Officials Washington D.C.

2. ABAQUS finite element computer program . (1989). Hibbit Karlsson and Sorenson Inc. Pawtucket R.I.

3. Allen G. E. and Packard R. G. (1987). New PCA thickness design for concrete highway and street pavements . Roads and Transportation Association of Canada Ottawa Canada.

4. Bitumen structures analysis in roads (BISAR) . (1972). Koninlilijke/Shell-Laboratory Amsterdam The Netherlands.

5. Britto A. M. and Gunn M. J. (1987). Critical state soil mechanics via finite elements . John Wiley & Sons Inc. New York N.Y.

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