Microdamage healing in asphalt and asphalt concrete
By: [Dallas N. Little ... [et al.].
Contributors: Little, Dallas N.; Texas Transportation Institute.; University of Wyoming Research Corporation. Western Research Institute.; United States. Federal Highway Administration.; Turner-Fairbank Highway Research Center.
Publisher: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center; Available through the National Technical Information Service
Published: 2001
Place of publication: McLean, Va. (6300 Georgetown Pike, McLean 22101-2296); [Springfield, Va
Language: eng
Format: Microform
Subjects: Pavements, Asphalt concrete -- Cracking -- United States.
Other titles: Microdamage and microdamage healing, Project summary report.; Laboratory and field testing to assess and evaluate microdamage and microdamage healing.; Micromechanics fracture and healing model for asphalt concrete.; Viscoelastic continuum damage fatigue model of asphalt concrete with microdamage healing.
Notes: Cover title.

Shipping list no.: 2002-0006-M (v. 1); 2002-0163-M (v. 2); 2002-0244-M (v. 3-4).

"June 2001."

Sponsored by Western Research Institute.

Includes bibliographical references.

Final report. Feb. 1998.

Microfiche. [Washington, D.C.] : Supt. of Docs., U.S. G.P.O., 2002 6 microfiches : negative.

Performed by Texas Transportation Institute. under contract no. DTFH61-92-C-00170.
Table of contents: title: Vol. I. Microdamage and microdamage healing, Project summary report (FHWA-RD-98-141).; title: Vol. II: Laboratory and field testing to assess and evaluate microdamage and microdamage healing (FHWA-RD-98-142).; title: Vol. III: A micromechanics fracture and healing model for asphalt concrete (FHWA-RD-98-143).; title: Vol. IV: A viscoelastic continuum damage fatigue model of asphalt concrete with microdamage healing (FHWA-RD-98-144).