Validation of 3DFE Analysis of Rigid Pavement Dynamic Response to Moving Traffic and Nonlinear Temperature Gradient Effects-Reference-Cited by-同舟云学术

Validation of 3DFE Analysis of Rigid Pavement Dynamic Response to Moving Traffic and Nonlinear Temperature Gradient Effects

Published:2007-01 Issue:1 Volume:7 Page:16-24
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Shoukry S. N.¹²³⁴,Fahmy M.¹²³⁴,Prucz J.¹²³⁴,William G.¹²³⁴

Affiliation:

1. Professor, Dept. of Mechanical and Aerospace Engineering, West Virginia Univ., Morgantown, WV 26506.

2. Civil Engineer, McClier Corp., 401 East Illinois St., Chicago, IL 60611.

3. Associate Professor, Dept. of Mechanical and Aerospace, West Virginia Univ., Morgantown, WV 26506.

4. Assistant Professor, Dept. of Civil and Environmental Engineering, West Virginia Univ., Morgantown, WV 26506.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282007%297%3A1%2816%29

Reference32 articles.

1. Brill D. and Parsons I. D. (2000). “Three-dimensional finite element analysis in airport pavement design.” Proc. 2nd Int. Symp. on 3D Finite Element Modeling for Pavement Analysis and Design Charleston W.Va. 219–236.

2. Nonlinear FE Analysis of Plain Concrete Pavements with Doweled Joints

3. Chatti K. (1992). “Dynamic analysis of jointed concrete pavements subjected to moving transient load.” Ph.D. dissertation Institute of Transportation Studies Univ. of California at Berkeley Berkeley Calif.

4. Chou Y. T. (1981). “Structural analysis computer programs for rigid multi-component pavements with discontinuities—WESLIQUID and WESLAYER.” Technical Rep. No. GL-81-6 U. S. Army Engineer Waterways Station Vicksburg Miss.

5. Analysis and Verification of Thermal-Gradient Effects on Concrete Pavement

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