Pavement Thickness Design for No-Fines Concrete Parking Lots

Author:

Ghafoori Nader1,Dutta Shivaji2

Affiliation:

1. Assoc. Prof., Dept. of Civ. Engrg. and Mech., Southern Illinois Univ., Carbondale, IL 62901.

2. Grad. Res. Asst., Dept. of Civ. Engrg. and Mech., Southern Illinois Univ., Carbondale, IL.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference30 articles.

1. Tension test method for concrete.;Akazow and Tsuneo.;RILEM Bull., Paris, France,1953

2. Re-examination of the relation between splitting-tensile and compressive strength,;Carino N.;J. ACI,1982

3. Davis R. E. and Troxell G. E. (1929). “Modulus of elasticity and Poisson's ratio for concrete and the influence of age and other factors upon these values ” Proc. ASTM 29 Part II 678–710.

4. Early concrete buildings in Britain,;Francis A. M.;Concrete and Constructional Engineering, London, U.K.,1965

5. “Guide for design and construction of parking lots.” (1989). American Concrete Institute Detroit Mich.

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