Backcalculation of Flexible Pavement Structural Properties Using a Restart Covariance Matrix Adaptation Evolution Strategy-Reference-Cited by-同舟云学术

Backcalculation of Flexible Pavement Structural Properties Using a Restart Covariance Matrix Adaptation Evolution Strategy

Published:2015-03 Issue:2 Volume:29 Page:04014035
ISSN:0887-3801
Container-title:Journal of Computing in Civil Engineering
language:en
Short-container-title:J. Comput. Civ. Eng.

Author:

Kargah-Ostadi Nima¹,Stoffels Shelley M.²

Affiliation:

1. Graduate Engineer, Fugro Roadware, Inc., 8613 Cross Park Dr., Austin, TX 78754; formerly, Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., 3127 Research Dr., State College, PA 16801 (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., 208 Sackett Building, University Park, PA 16802.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Computer Science Applications,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CP.1943-5487.0000309

Reference24 articles.

1. Auger A. and Hansen N. (2005). “A restart CMA evolution strategy with increasing population size.” Proc. IEEE Congress on Evolutionary Computation IEEE Computer Society Los Alamitos CA 1769–1776.

2. Handbook of Evolutionary Computation

3. Backcalculation of full-depth asphalt pavement layer moduli considering nonlinear stress-dependent subgrade behavior

4. FHWA. (2011). Long-term pavement performance (LTPP) standard data release 25.0 DVD Federal Highway Administration US Department of Transportation Washington DC.

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