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Analysis of N-layered viscoelastic pavement systems

Author: William L Hufferd; James S Lai; United States. Federal Highway Administration.
Publisher: Washington : [Dept. of Transportation], Federal Highway Administration, Offices of Research & Development ; Springfield, Va. : for sale by the National Technical Information Service, 1978.
Series: United States.; Federal Highway Administration.; Report
Edition/Format:   Print book : National government publication : EnglishView all editions and formats
Summary:
The primary response model programmed in the VESY II-M pavement design and analysis structural subsystem provides for the solution of a three-layered viscoelastic pavement system only. This report modifies this primary response model by extending the solution for stresses, strains, and deflections, to an N-Layered viscoelastic system for any value of Poisson's ratio. An approximate probabilistic solution for the  Read more...
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Additional Physical Format: Online version:
Hufferd, William L.
Analysis of N-layered viscoelastic pavement systems.
Washington : [Dept. of Transportation], Federal Highway Administration, Offices of Research & Development ; Springfield, Va. : for sale by the National Technical Information Service, 1978
(OCoLC)954176800
Material Type: Government publication, National government publication, Internet resource
Document Type: Book, Internet Resource
All Authors / Contributors: William L Hufferd; James S Lai; United States. Federal Highway Administration.
OCLC Number: 4399553
Notes: Prepared by Dept. of Civil Engineering, College of Engineering, University of Utah, under contract no. DOT-FH-11-8109.
Final report issued Jan. 1978.
Description: viii, 213 pages : illustrations ; 28 cm.
Contents: Program summary --
Overview of pavement design and analysis methods --
System inputs: Loads and environments --
System inputs: Materials properties --
Primary response model --
Rut depth prediction model --
Appendix A: Primary response model program documentation.
Series Title: United States.; Federal Highway Administration.; Report
Responsibility: William L. Hufferd and James S. Lai.

Abstract:

The primary response model programmed in the VESY II-M pavement design and analysis structural subsystem provides for the solution of a three-layered viscoelastic pavement system only. This report modifies this primary response model by extending the solution for stresses, strains, and deflections, to an N-Layered viscoelastic system for any value of Poisson's ratio. An approximate probabilistic solution for the N-Layered viscoelastic system is also presented in closed form. A rut-depth prediction model which uses simplified laboratory characterization tests is developed. The resulting pavement design and analysis models are structured into a set of modular subsystems which provide for easy replacement and incorporation of improved components in any one of the subsystems. An initial concept to optimize the procedure for the design of flexible pavement systems is also presented.

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