STRESS-STRAIN LAW FOR VISCOELASTIC FLEXIBLE PAVEMENT UNDER TEMPERATURE VARIATIONS

STRESS-STRAIN RELATIONSHIPS IN FLEXIBLE PAVEMENTS ARE PROPOSED AND THE EFFECT OF TEMPERATURE AND VISCOELASTICITY ON THESE RELATIONSHIPS ANALYZED. BASED ON THE ASSUMPTIONS THAT THE PAVEMENT BODY IS VISCOELASTIC TEMPERATURE- DEPENDENT, THE MATHEMATICAL SOLUTIONS ARE DERIVED WHICH ENABLE CALCULATION OF THE STRESS OR STRAIN HISTORY IN THE PAVEMENT WHEN TEMPERATURE VARIES.

• Supplemental Notes:
  • Preprint, pP 198-200, 1 FIG, 8 REF
• Authors:
  • Ku, A B
• Conference:
  • Intl Conf Struct Design Asphalt Pvmts
• Publication Date: 1967-8

Subject/Index Terms

• TRT Terms: Deformation curve; Flexible pavements; Mathematical analysis; Temperature; Viscoelastic materials; Viscoelasticity
• Subject Areas: Highways; Pavements;

Filing Info

• Accession Number: 00206706
• Record Type: Publication
• Files: TRIS
• Created Date: May 21 1994 12:00AM