Determining amount of built-in curling in jointed plain concrete pavement: Case study of Pennsylvania I-80

Transportation Research Record

Volumn , Issue 1809, 2002, Pages 85-92

  Beckemeyer, Curt A ^a   Khazanovich, Lev ^a   Yu, H Thomas ^a  

^a APPLIED RESEARCH ASSOCIATES   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ASPHALT; CONCRETE SLABS; CRACKS; DATA PROCESSING; GRANULAR MATERIALS; HIGHWAY TRAFFIC CONTROL; RECONSTRUCTION (STRUCTURAL); REINFORCED CONCRETE; ROAD CONSTRUCTION; TEST FACILITIES;

BUILT-IN CURLING; JOINTED PLAIN CONCRETE PAVEMENT; JOINTED REINFORCED CONCRETE PAVEMENT; OPEN-GRADED GRANULAR MATERIAL; SLAB CRACKING; TRANSVERSE CRACKING;

CONCRETE PAVEMENTS;

EID: 0036966758     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1809-10     Document Type: Article

References (10)

1. Evaluation of Pennsylvania I-80 JPCP Performance in PennDOT Districts 1-0 and 3-0. ERES Consultants, Champaign, Ill., 2000.
2. Byrum, C. R. Analysis by High-Speed Profile of Jointed Concrete Pavement Slab Curvatures. In Transportation Research Record: Journal of the Transportation Research Board, No. 1730, TRB, National Research Council, Washington, D.C., 2000, pp. 1-9.
3. Walker, W. W., and J. Holland. The First Commandment for Floor Slabs: Thou Shalt Not Curl Nor Crack ... (Hopefully). Concrete International, Vol. 21, No. 1, Jan. 1999.
4. Eisenmann, J., and G. Leykauf. Simplified Calculation Method of Slab Curling Caused by Surface Shrinkage. In Proc., 2nd International Workshop on Theoretical Design of Concrete Pavements, Madrid, Spain, 1990.
5. Yu, H. T., L. Khazanovich, M. I. Darter, and A. Ardani. Analysis of Concrete Pavement Responses to Temperature and Wheel Loads Measured from Instrumented Slabs. In Transportation Research Record 1639, TRB, National Research Council, Washington, D.C., 1998, pp. 94-101.
6. Springenschmid, R., and E. Hiller. Influence of Temperature During Curing on Stresses in Concrete Pavements. In Proc., 8th International Symposium on Concrete Roads, Lisbon, Portugal, 1998.
7. Janssen, D. J. Moisture in Portland Cement Concrete. In Transportation Research Record 1121, TRB, National Research Council, Washington, D.C., 1987, pp. 40-44.
8. Yu, H. T., K. D. Smith, M.I. Darter, J Jiang, and L. Khazanovich. Performance of Concrete Pavements, Volume III: Improving Concrete Pavement Performance. Report FHWA-RD-95-111. FHWA, U.S. Department of Transportation, 1998.
9. Lytton, R. L., D. E. Pufahl, C. H. Michalak, H. S. Liang, and J. Dempsey. An Integrated Model of the Climatic Effects on Pavements. Report FHWA-RD-90-033. FHWA, U.S. Department of Transportation, 1993.
10. Khazanovich, L., T. Yu, and C. A. Beckemeyer. Application of ISLAB 2000 for Forensic Studies. In Proc., Second International Symposium on 3D Finite Element for Pavement Analysis, Design, and Research, Charleston, W. Va., 2000.