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Further Investigations Towards a Rational Method of Design for Flexible Pavements.

Authors :
TRINITY COLL DUBLIN (IRELAND) SCHOOL OF ENGINEERING
Kirwan,R. W.
Snaith,M. S.
TRINITY COLL DUBLIN (IRELAND) SCHOOL OF ENGINEERING
Kirwan,R. W.
Snaith,M. S.
Source :
DTIC AND NTIS
Publication Year :
1975

Abstract

A rational design procedure for flexible pavements is presented. The analysis of pavement structures is demonstrated using an improved computer program. Test tracks from other centres of research are used to test the ability of the program to predict permanent surface deformation under traffic loading. The creep characteristics of a dense bitumen macadam are analysed and a relationship suggested that links the permanent strain behavior under static and dynamic loading.<br />See also report dated Apr 74, AD-A008 099.

Details

Database :
OAIster
Journal :
DTIC AND NTIS
Notes :
text/html, English
Publication Type :
Electronic Resource
Accession number :
edsoai.ocn831731589
Document Type :
Electronic Resource