FATIGUE AND REPEATED-LOAD ELASTIC CHARACTERISTICS OF INSERVICE ASPHALT-TREATED MATERIALS
This report describes the results of an investigation of the fatigue life and repeated-load elastic properties of blackbase and asphalt concrete from inservice highways in Texas. Cores from seven recently constructed highway pavements were obtained and tested under repeated tensile stresses using the repeated-load indirect tensile test. Experimental estimates of fatigue life, resilient modulus of elasticity, and resilient Poisson's ratio were made. In addition, an estimate of the variation of these properties to be expected in a highway was obtained. The relationships between the dynamic and fatigue properties and the static properties were also evaluated in an attempt to establish useful correlations.
- Study sponsored by Texas Highway Department an done in cooperation with FHWA.
University of Texas, AustinCenter for Highway Research, 200 West 21st Street
Austin, TX USA 78712
Washington, DC USA 20590
Texas State Department of Highways & Public TranspP.O. Box 5051
Austin, TX USA 78763
- Navarro, D
- Kennedy, T W
- Publication Date: 1975-1
- Features: Appendices; Figures; References; Tables;
- Pagination: 92 p.
- TRT Terms: Accelerated tests; Asphalt concrete; Bituminous aggregates; Elasticity (Mechanics); Fatigue (Mechanics); Modulus of elasticity; Pavements; Poisson ratio; Repeated loads; Resilience; Tension
- Uncontrolled Terms: Fatigue life; Tensile stress
- Old TRIS Terms: Highway pavement; Inservice; Poissons ratio
- Subject Areas: Highways; Materials; Pavements;
- Accession Number: 00128501
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: FHWA-RD-75-S0411 Res. Rept., CFHR-3-9-72-183-2
- Contract Numbers: 3-9-72-183
- Files: NTIS, TRIS, USDOT, STATEDOT
- Created Date: Mar 10 1976 12:00AM