Finite-Element Analyses of Flexible Pavements-Reference-Cited by-同舟云学术

Finite-Element Analyses of Flexible Pavements

Published:1998-09 Issue:5 Volume:124 Page:491-499
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Helwany Sam¹,Dyer John²,Leidy Joe³

Affiliation:

1. Asst. Prof., The Univ. of Texas at San Antonio, Div. of Engrg., 6900 N. Loop 1604 W., San Antonio, TX 78249-0665. E-mail: helwany@ voyager1.utsa.edu

2. Res. Asst., The Univ. of Texas at San Antonio, Div. of Engrg., 6900 N. Loop 1604 W., San Antonio, TX.

3. Engrg. Asst., Texas Dept. of Transp., Design Div., 125 E. 11th St., Austin, TX 78701. E-mail: jleidy@mailgw.dot.state.tx.us

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281998%29124%3A5%28491%29

Reference13 articles.

1. Bonaquist R. Churilla C. and Freund D. (1989). “Effect of load tire pressure and tire type on flexible pavement response.” Transp. Res. Rec. 1227 97–106.

2. Christison J. T. (1986). “Vehicle weights and dimensions study.” Vol. 8: Pavements response to heavy vehicle test program: I. Data summary report Roads and Transportation Association of Canada Canada.

3. Evaluation of the relative damaging effects of wide base tire loads on pavements.;Christison J. T.;RTAC Forum,1980

4. Nonlinear analysis of stress and strain in soils.;Duncan J. M.;J. Soil Mech. and Found. Div., ASCE,1970

5. Duncan J. M. Byrne P. M. Wong K. S. and Mabry P. (1980). “Strength stress-strain and bulk modulus parameters for finite element analyses of stresses and movements in soil masses.” Rep. No. UCB/GT/80-01 University of California Berkeley Calif.

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