Material Testing and Initial Pavement Design Modeling
Author: Susan R. Bigl
Publisher:
Published: 1996
Total Pages: 60
ISBN-13:
DOWNLOAD EBOOKRead and Download eBook Full
Author: Susan R. Bigl
Publisher:
Published: 1996
Total Pages: 60
ISBN-13:
DOWNLOAD EBOOKAuthor: Susan R. Bigl
Publisher:
Published: 1996
Total Pages: 60
ISBN-13:
DOWNLOAD EBOOKAuthor: American Association of State Highway and Transportation Officials
Publisher: AASHTO
Published: 1993
Total Pages: 622
ISBN-13: 1560510552
DOWNLOAD EBOOKDesign related project level pavement management - Economic evaluation of alternative pavement design strategies - Reliability / - Pavement design procedures for new construction or reconstruction : Design requirements - Highway pavement structural design - Low-volume road design / - Pavement design procedures for rehabilitation of existing pavements : Rehabilitation concepts - Guides for field data collection - Rehabilitation methods other than overlay - Rehabilitation methods with overlays / - Mechanistic-empirical design procedures.
Author: American Society of Civil Engineers
Publisher: Amer Society of Civil Engineers
Published: 2010
Total Pages: 592
ISBN-13: 9780784411049
DOWNLOAD EBOOKPavement Design And Paving Material Selection are important for efficient, cost effective, durable, and safe transportation infrastructure Paving Materials and Pavement Analysis contains 73 papers examining bound and unbound material characterization, modeling, and performance of highway and airfield pavements. The papers in this publication were presented during the GeoShanghal 2010 International Conference held in Shanghai, China, June 3-5, 2010.
Author: Dallas N. Little
Publisher: Springer
Published: 2017-09-25
Total Pages: 702
ISBN-13: 331958443X
DOWNLOAD EBOOKThis textbook lays out the state of the art for modeling of asphalt concrete as the major structural component of flexible pavements. The text adopts a pedagogy in which a scientific approach, based on materials science and continuum mechanics, predicts the performance of any configuration of flexible roadways subjected to cyclic loadings. The authors incorporate state-of the-art computational mechanics to predict the evolution of material properties, stresses and strains, and roadway deterioration. Designed specifically for both students and practitioners, the book presents fundamentally complex concepts in a clear and concise way that aids the roadway design community to assimilate the tools for designing sustainable roadways using both traditional and innovative technologies.
Author: American Association of State Highway and Transportation Officials
Publisher: AASHTO
Published: 2008
Total Pages: 218
ISBN-13: 156051423X
DOWNLOAD EBOOKAuthor: Anand J. Puppala
Publisher: Transportation Research Board
Published: 2008
Total Pages: 139
ISBN-13: 0309098114
DOWNLOAD EBOOKAt head of title: National Cooperative Highway Research Program.
Author: Susan R. Bigl
Publisher: DIANE Publishing
Published: 1996
Total Pages: 50
ISBN-13: 1428913955
DOWNLOAD EBOOKThe U.S. Army Cold Regions Research and Engineering Laboratory is developing a mechanistic pavement design procedure for use in seasonal frost areas. The procedure was used to predict pavement performance of some test sections under construction at the Mn/ROAD facility. Simulations were conducted in three phases, investigating the effects on predictions of water table position, subgrade characteristics, asphalt model, and freeze season characteristics. The procedure predicted significantly different performance by the different test sections and highly variable results depending on the performance model applied. The simulated performance of the tests sections also was greatly affected by the subgrade conditions, e.g., density, soil moisture, and water table depth. In general, predictions for the full depth asphalt sections indicate that they will not fail due to cracking, but two of the three criteria for subgrade rufting indicate failure before the five or 10 year design life of the sections. Conventional sections are predicted not to fail due to subgrade rutting; however, sections including the more frost susceptible bases in their design are predicted to fail due to asphalt cracking relatively early in their design life, and sections with nonfrost susceptible bases are predicted to fail towards the end of the design life.