ANALYSIS OF ASPHALT CONCRETE LAYER SLIPPAGE AND ITS EFFECT ON PAVEMENT PERFORMANCE AND REHABILITATION DESIGN. SIXTH INTERNATIONAL CONFERENCE, STRUCTURAL DESIGN OF ASPHALT PAVEMENTS, VOLUME I, PROCEEDINGS, UNIVERSITY OF MICHIGAN, JULY 13-17, 1987, ANN ARBOR, MICHIGAN

This research effort analyzed the slippage (or unbonding) of asphaltic concrete layers in terms of: 1) Redistribution of critical stresses and strains in the pavement system, 2) Effect on pavement performance including fatigue life, 3) Understanding of the slippage cracking phenomenon, and 4) Impact of layer slippage on rehabilitation design.

• Corporate Authors:

  University of Michigan, Ann Arbor

  Department of Civil Engineering
  Ann Arbor, MI  United States  48109
• Authors:
  • Shahin, M Y
  • Kirchner, K
  • Blackmon, E
• Publication Date: 1987

Media Info

• Features: Figures; References;
• Pagination: p. 958-964
• Serial:
  • Publication of: Michigan University, Ann Arbor
  • Publisher: University of Michigan, Ann Arbor

Subject/Index Terms

• TRT Terms: Asphalt concrete; Asphalt pavements; Conferences; Driver rehabilitation; Fatigue (Mechanics); Pavement cracking; Pavement layers; Pavement performance; Strain (Mechanics); Stresses
• Uncontrolled Terms: Fatigue life; Rehabilitation; Slippage
• Old TRIS Terms: Strains
• Subject Areas: Design; Highways; Pavements; I22: Design of Pavements, Railways and Guideways;

Filing Info

• Accession Number: 00485656
• Record Type: Publication
• Files: TRIS
• Created Date: Jul 31 1989 12:00AM