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Mechanistic design concepts for conventional flexible pavements

Author: R P Elliott; Marshall R Thompson; Illinois. Department of Transportation. Bureau of Materials and Physical Research.; University of Illinois at Urbana-Champaign. Department of Civil Engineering.
Publisher: Urbana, Ill. : University of Illinois at Urbana-Champaign, Dept. of Civil Engineering ; Springfield, VA : National Technical Information Service, [1985]
Series: Civil engineering studies., Transportation engineering series ;, no. 42.; Illinois cooperative highway and transportation series, no. 208.
Edition/Format:   Print book : EnglishView all editions and formats
Summary:
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  Read more...
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Additional Physical Format: Online version:
Elliott, R. P.
Mechanistic design concepts for conventional flexible pavements.
Urbana, Ill. : University of Illinois at Urbana-Champaign, Dept. of Civil Engineering ; Springfield, VA : National Technical Information Service, [1985]
(OCoLC)1032302513
Material Type: Internet resource
Document Type: Book, Internet Resource
All Authors / Contributors: R P Elliott; Marshall R Thompson; Illinois. Department of Transportation. Bureau of Materials and Physical Research.; University of Illinois at Urbana-Champaign. Department of Civil Engineering.
OCLC Number: 12184875
Notes: Cover title.
In cooperation with the Illinois Dept. of Transportation, Bureau of Materials and Physical Research and the Federal Highway Administration.
"February, 1985."
Description: v, 120 pages : charts, map ; 28 cm.
Series Title: Civil engineering studies., Transportation engineering series ;, no. 42.; Illinois cooperative highway and transportation series, no. 208.
Responsibility: report preparation by R.P. Elliott, M.R. Thompson.

Abstract:

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.

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