| Title | Microdamage healing in asphalt and asphalt concrete, Volume 4 : a viscoelastic continuum damage fatigue model of asphalt concrete with microdamage healing |
|---|---|
| Record ID | 18282 |
| Personal Name Creator |
Lytton, R. L.; Chen, C. W.; Little, D. N. |
| Source | 184p. in various pagings |
| Corporate Contributor |
Texas Transportation Institute; University of Wyoming Research Corporation. Western Research Institute; United States. Federal Highway Administration. Wyoming Division |
| Publisher | Turner-Fairbank Highway Research Center |
| Publication Date | 20010600 |
| Abstract | A mechanistic approach to fatigue characterization of asphalt-aggregate mixtures is presented in this volume. This approach is founded on a uniaxial viscoelastic correspondence principle is applied in order to evaluate damage growth and healing in cyclic loaading separately from time-dependent characteristics of the material. |
| Rosap ID | dot:15433 |
| Rosap URL | https://rosap.ntl.bts.gov/view/dot/15433 |
| TRT Terms | Asphalt concrete pavements; Asphalt pavements; Fatigue cracking |
| General Subjects | Asphalts; Bituminous concretes; Cyclic loads; Damage; Fatigue(Materials); Microcracking; Microdamage healing; Strains; Viscoelasticity |
| Classification | NTL - HIGHWAY/ROAD TRANSPORTATION - Pavement Management and Performance; NTL - HIGHWAY/ROAD TRANSPORTATION - HIGHWAY/ROAD TRANSPORTATION |
| Geographical Coverage |
United States |
| TRIS Online Accession No |
815748 |
| Contract Number | DTFH61-92-C-00170 |
| Report Number | FHWA-RD-98-144; Research report 7229 |
| Resource type | Tech Report |
| URL | https://ntlrepository.blob.core.windows.net/lib/18000/18200/18282/PB2001107669.pdf |
| Format | |
| Database | NTL Digital Repository |