Author : American Association of State Highway and Transportation Officials. Task Force on Pavements
Publisher :
Page : 0 pages
File Size : 24,25 MB
Release : 1986
Category : Pavements
ISBN :
Author :
Publisher :
Page : pages
File Size : 16,81 MB
Release : 1986
Category : Pavements
ISBN :
Author : American Association of State Highway and Transportation Officials
Publisher :
Page : pages
File Size : 50,96 MB
Release : 1986
Category : Pavements
ISBN :
Author : Herbert Fletcher Southgate
Publisher :
Page : 138 pages
File Size : 49,20 MB
Release : 1991
Category : Pavements, Concrete
ISBN :
Author : Hong-Jer Chen
Publisher :
Page : 84 pages
File Size : 30,78 MB
Release : 1995
Category : Pavements
ISBN :
Author :
Publisher :
Page : pages
File Size : 38,10 MB
Release : 1988
Category : Pavements
ISBN :
Consolidation of significant information presented in the AASHTO guide that pertains to the design of new concrete pavements.
Author : American Association of State Highway and Transportation Officials
Publisher : AASHTO
Page : 622 pages
File Size : 18,74 MB
Release : 1993
Category : Pavements
ISBN : 1560510552
Design 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 : United States. Federal Highway Administration. Pavement Division
Publisher :
Page : pages
File Size : 23,4 MB
Release : 1988
Category : Pavements
ISBN :
Author : JK. Lindly
Publisher :
Page : 9 pages
File Size : 23,30 MB
Release : 1989
Category : Effective subgrade resilient modulus
ISBN :
The research reported assessed a major change in the 1986 AASHTO Guide for Design of Pavement Structures. The soil support value was replaced with subgrade effective resilient modulus (MR) in flexible pavement design. MR was introduced into the 1986 AASHTO Guide as part of an overall shift to the use of elastic modulus as the indicator of pavement layer structural capacity. Because subgrade modulus changes when the subgrade moisture content changes or when the subgrade freezes, MR must reflect the combined effect of the modulus values from all seasons of the year. AASHTO suggests that the spring thaw modulus may be as low as 20 to 50% of the summer modulus.
Author : American Association of State Highway and Transportation Officials
Publisher :
Page : pages
File Size : 50,56 MB
Release : 1986
Category : Pavements
ISBN :
