Effect of Granular Subbase Thickness on Airfield Pavement Structural Response-Reference-Cited by-同舟云学术

Effect of Granular Subbase Thickness on Airfield Pavement Structural Response

Published:2008-05 Issue:5 Volume:20 Page:331-342
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Gopalakrishnan Kasthurirrangan¹²,Thompson Marshall R.¹²

Affiliation:

1. Research Scientist, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., 353 Town Engineering Bldg., Ames, IA 50011. E-mail: rangan@iastate.edu

2. Professor Emeritus, Dept. of Civil Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews, NCEL Rm. 1215, Urbana, IL 61801. E-mail: mrthomps@uiuc.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282008%2920%3A5%28331%29

Reference26 articles.

1. Bejarano M. and Thompson M. R. (1999). “Subgrade soil evaluation for the design of airport flexible pavements.” Final Rep. FAA-COE Rep. No. 8 Center of Excellence (COE) Dept. of Civil Engineering Univ. of Illinois at Urbana-Champaign Urbana Ill.

2. Full-Scale Accelerated Pavement Testing of Texas Mobile Load Simulator

3. Chou Y. T. and Ledbetter R. H. (1973). “The behavior of flexible airfield pavements under loads—Theory and experiments.” M.P. S-73-66 U.S. Army Engineer Waterways Experiment Station Vicksburg Miss.

4. FAA. (2004a). “Minimum requirements to widen existing 150-foot wide runways for Airbus A380 operations.” Engineering Brief No. 65 Federal Aviation Administration (FAA) Airport Engineering Division AAS-100 Washington D.C.

5. FAA. (2004b). “Use of nondestructive testing in the evaluation of airport pavements.” FAA Advisory Circular No. 150/5370-11A Office of Airport Safety and Standards FAA Washington D.C.