Nonlinear Pavement Foundation Modeling for Three-Dimensional Finite-Element Analysis of Flexible Pavements-Reference-Cited by-同舟云学术

Nonlinear Pavement Foundation Modeling for Three-Dimensional Finite-Element Analysis of Flexible Pavements

Published:2009-10 Issue:5 Volume:9 Page:195-208
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kim Minkwan¹²³,Tutumluer Erol¹²³,Kwon Jayhyun¹²³

Affiliation:

1. Highway Engineer, Indiana Dept. of Transportation, 32 S. Broadway St., Greenfield, IN 46140.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois, 205 N. Mathews, Urbana, IL 61801 (corresponding author).

3. Senior Pavement Engineer, Tensar International, 5883 Glenridge Dr., Suite 200, Atlanta, GA 30328.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282009%299%3A5%28195%29

Reference23 articles.

1. Brown S. F. and Pappin J. W. (1981). “Analysis of pavements with granular bases.” Transportation Research Record. 810 Transportation Research Board Washington D.C. 17–23.

2. Duncan J. M. Monismith C. L. and Wilson E. L. (1968). “Finite element analyses of pavements.” Transportation Research Record. 228 Transportation Research Board Washington D.C. 18–33.

3. Garg N. Tutumluer E. and Thompson M. R. (1998). “Structural modeling concepts for the design of airport pavements for heavy aircraft.” Proc. 5th Int. Conf. on the Bearing Capacity of Roads and Airfields Trondheim Norway 115–124.

4. Gopalakrishnan K. (2004). “Performance analysis of airport flexible pavements subjected to new generation aircraft.” Ph.D. dissertation Univ. of Illinois Champaign Ill.

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