Field and Laboratory Determination of Granular Subgrade Moduli

Author:

Ping W. Virgil1,Yang Zenghai2,Gao Zechun3

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Florida A&M Univ.—Florida State Univ. College of Engineering, Tallahassee, FL.

2. Research Associate, Dept. of Civil and Environmental Engineering, Florida A&M Univ.—Florida State Univ. College of Engineering, Tallahassee, FL.

3. Mechanical Engineer, Newcomb-Boyd Consulting Engineering Group, Atlanta, GA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1986). Guide for design of pavement structures Vol. I Joint Task Force on Pavements Highway Subcommittee on Design Washington D.C.

2. American Association of Sate Highway and Transportation Officials (AASHTO). (1991). “Interim method of test for resilient modulus of subgrade soils and untreated base/subbase materials.” T 292-91I Washington D.C.

3. American Association of State Highway and Transportation Officials (AASHTO). (1993). Guide for design of pavement structures Vol. II Joint Task Force on Pavements Highway Subcommittee on Design Washington D.C.

4. The Asphalt Institute. (1982). “Research and development of the Asphalt Institute’s Thickness design manual (MS-1) ninth edition.” Research Rep. No. 82-2 College Park Md.

5. Burmister D. M. (1943). “The theory of stresses and displacements in layered systems and application to the design of airport runways.” Proc. Highway Research Board Vol. 23 National Research Council Washington D.C. 125–148.

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