Asphalt concrete damage associated with extreme low temperatures

Journal of Materials in Civil Engineering

Volumn 10, Issue 4, 1998, Pages 269-274

  El Hussein, H M ^a   Kim, K W ^b   Ponniah, J ^c  

^a NATIONAL RESEARCH COUNCIL CANADA   (Canada)

^b Kangwon National University   (South Korea)

^c Ministry of Transportation of Ontario   (Canada)

Author keywords

Application; Concrete; Damage; Low temperature

Indexed keywords

ASPHALT; BENDING (DEFORMATION); BINDERS; CRACK INITIATION; DETERIORATION; INTERFACES (MATERIALS); LOW TEMPERATURE OPERATIONS; MICROSCOPIC EXAMINATION; PAVEMENTS; STRESS ANALYSIS; TENSILE STRENGTH; TENSILE TESTING;

ASPHALT CONCRETES; THERMAL INCOMPATIBILITY;

CONCRETE AGGREGATES;

CONCRETE; DAMAGE; LOW TEMPERATURE APPLICATION;

EID: 0032216138     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(1998)10:4(269)     Document Type: Article

References (6)

1. Arand, W. (1990), "Behavior of asphalt aggregate mixes at low-temperatures, reflective cracking in pavements." Proc., 4th Int. RILEM Symp., Vol. 8, pp. 68-84.
2. CGRA Ad Hoc Committee. (1971). "Low-temperature pavemem cracking in Canada: The problem and its treatment." Annu. Meeting, Canada Good Roads Association, Montreal, Quebec.
3. Danish Road Institute. (1993). "Microscopic analysis of asphalt concrete mixtures, information guide." The Road Directorate of Denmark Ministry of Transport, Production SV/LB.
4. El Hussein, H. M., and Abd El Halim, A. O. (1993). "Differential thermal expansion/contraction: A mechanistic approach to adhesion in asphalt concrete." Can. J. Civ. Engrg., 20(3), 366-373.
5. Parker, F., and Garaybeh, G. A. (1988). "Evaluation of tests to assess stripping potential of asphalt concrete mixtures." Transp. Res. Rec., No. 1171, 18-26.
6. Kim, K. W., and El Hussein, H. M. (1995). "Effect of differential thermal contraction on fracture properties of asphalt materials at low temperatures." J. Assn. of Asphalt Paving Technologists, 64, 474-499.