00331254

Component

http://onlinepubs.trb.org...s/trr/1980/766/766-006.pdf

This paper summarizes the findings of an experimental program designed to permit evaluation of the accumulation of permanent deformation in bitumen-treated sand layers by applying the more rational methods of pavement analysis and design. The primary part of the work consists of the characterization of the cumulative deformation response of bitumen-sand specimens tested under simulated conditions of temperature and dynamic stress. Results have been analyzed by using multiple regression analysis, and predictive relationships of rut depths are formulated therefrom. (Author)

Publication of this paper sponsored by Committee on Strength and Deformation Characteristics of Pavement Sections. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.

01411586

pp 31-42

1980

Transportation Research Record

59th Annual Meeting of the Transportation Research Board

0309031095

Print

Figures (19) ; References (20)

Bituminous sands; Deformation; Depth; Deserts; Multiple regression analysis; Oils; Road construction; Ruts (Pavements); Temperature

Rut

Design; Highways; Materials; Pavements; I22: Design of Pavements, Railways and Guideways; I23: Properties of Road Surfaces; I31: Bituminous Binders and Materials

TRIS, TRB

Aug 15 1981 12:00AM

• DEVELOPMENT OF A RATIONALLY BASED AASHO ROAD TEST ALGORITHM
• INTERACTIVE PAVEMENT BEHAVIOR MODELING: A CLUE TO THE DISTRESS-PERFORMANCE-PROBLEM
• PAVEMENT MANAGEMENT: THE NETWORK-LEVEL DECISION PROCESS (ABRIDGMENT)
• REQUIREMENTS FOR RELIABLE PREDICTIVE PAVEMENT MODELS
• SIMPLIFIED STRUCTURAL ANALYSES OF FLEXIBLE PAVEMENTS FOR SECONDARY ROADS BASED ON ILLI-PAVE