Laboratory study of asphalt concrete durability in Jeddah

Building and Environment

Volumn 33, Issue 4, 1998, Pages 219-230

  Al Abdul Wahhab, Hamad Ibrahim ^a   Hasnain, Javed ^b  

^a KING FAHD UNIVERSITY OF PETROLEUM AND MINERALS   (Saudi Arabia)

^b NONE   (Pakistan)

Author keywords

[No Author keywords available]

Indexed keywords

ASPHALT; COMPOSITION EFFECTS; CONCRETE ADDITIVES; CONCRETE AGGREGATES; CONCRETE MIXING; CONCRETE PAVEMENTS; DURABILITY; FATIGUE OF MATERIALS; PORTLAND CEMENT; ROADS AND STREETS; SATURATION (MATERIALS COMPOSITION); TENSILE STRENGTH;

ASPHALT CONCRETE; WATER INTRUSION;

CONCRETE TESTING;

ARID REGION; ASPHALT; ROAD FAILURE;

SAUDI ARABIA, JEDDAH;

EID: 0032127949     PISSN: 03601323     EISSN: None     Source Type: Journal    
DOI: 10.1016/s0360-1323(97)00031-0     Document Type: Article

References (7)

1. Al-Barrak, S., Improving resistance of asphalt concrete in Saudi Arabia. MS thesis, King Fahd University of Petroleum & Minerals, Dhahran, 1982.
2. Kennedy, T. W., Characterization of asphalt pavement materials using the indirect tensile test. Proceedings of the Asphalt Paving Technologists, 1977, 46, 132-155.
3. Schmidt, R. J. and Graf, R. D., The effect of water on the resilient modulus of asphalt treated mixes. Proceedings AAPT, 1972, 41, 118-162.
4. Epps, J. A., Influence of mixture variables on the flexural fatigue and tensile properties of asphalt concrete. Ph.D. dissertation, University of California, Berkeley, CA, 1968.
5. Frocht, M. M., Pholoelasticity, Vol. 2. John Wiley, New York, 1948.
6. Vallejo, J., Kennedy, T. W. and Haas, R., Permanent deformation characteristics of asphalt mixtures by repeated load indirect tensile tests. Research Report 183-7, Center for Highway Research, University of Texas at Austin, TX, June 1976.
7. Bayomy, F. M. S. and Guirguis, H. R., An upgrading technique for A.C. pavement materials. Proceedings of the International Conference on Roads and Development, Paris, 22-25 May 1984.