Development Of An Enhanced Mechanistic Analysis And Design System For Evaluation And Rehabilitation Of Flexible Pavement Redaps Iii Program
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Recommended Mechanistic-empirical Pavement Design Guide and Software
Author | : National Cooperative Highway Research Program |
Publisher | : |
Total Pages | : 6 |
Release | : 2004 |
Genre | : Pavements |
ISBN | : |
"This digest announces the availability of key products from NCHRP Project 1-37A, 'Development of the 2002 guide for the design of new and rehabilitated pavement structures: phase II, ' for evaluation"--Page 1 excerpt
Asphalt Paving Technology
Author | : Association of Asphalt Paving Technologists |
Publisher | : |
Total Pages | : 764 |
Release | : 1991 |
Genre | : Asphalt industry |
ISBN | : |
Recent Development of the Flexible Pavement Analysis Program ARKPAV
Author | : Anousone Arounpradith |
Publisher | : |
Total Pages | : 158 |
Release | : 1995 |
Genre | : ARKINPUT (Computer file) |
ISBN | : |
Flexible Pavement Rehabilitation and Maintenance
Author | : Prithvi S. Kandhal |
Publisher | : ASTM International |
Total Pages | : 182 |
Release | : 1998 |
Genre | : Asphalt concrete |
ISBN | : 0803124929 |
Papers from a December 1997 symposium detail innovative and effective strategies for rehabilitation and maintenance of existing highways. Primary topics addressed include pavement evaluation for rehabilitation and management, cold in-place recycling techniques for pavement rehabilitation, effectiven
Rigid and Flexible Pavement Design and Rehabilitation
Author | : National Research Council (U.S.). Transportation Research Board |
Publisher | : |
Total Pages | : 228 |
Release | : 1993 |
Genre | : Pavements |
ISBN | : |
Mechanistic Design Concepts for Conventional Flexible Pavements
Author | : R. P. Elliott |
Publisher | : |
Total Pages | : 132 |
Release | : 1985 |
Genre | : ILLI-PAVE (Computer program). |
ISBN | : |
Mechanistic design concepts for conventional flexible pavement (asphalt concrete (AC) surface + granular base/subbase) for highways are proposed and validated. The procedure is based on ILLI-PAVE, a stress dependent finite element computer program, coupled with appropriate transfer functions. Two design criteria are considered: AC flexural fatigue cracking and subgrade rutting. Fatigue cracking is controlled by limiting the tensile strain at the bottom of the AC layer. Subgrade rutting is controlled by limiting the stress-ratio at the granular layer-subgrade interface. Algorithms were developed relating pavement response parameters (stresses, strains, deflections) to AC thickness, AC moduli, granular layer thickness, and subgrade moduli. Extensive analyses of the AASHO Road Test flexible pavement data are presented supporting the validity of the proposed concepts.