Transverse joint analysis for mechanistic-empirical design of rigid pavements

Transportation Research Record

Volumn , Issue 1809, 2002, Pages 42-51

  Hiller, Jacob E ^a   Roesler, Jeffery R ^a  

^a UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CALCULATIONS; CRACKS; DATA REDUCTION; FATIGUE OF MATERIALS; FINITE ELEMENT METHOD; ROAD CONSTRUCTION; SHRINKAGE; TENSILE STRESS; THERMAL GRADIENTS;

MECHANISTIC EMPIRICAL DESIGN; PAVEMENT INDUSTRY; TRANSVERSE CRACKING; TRANSVERSE JOINT LOAD;

CONCRETE PAVEMENTS;

EID: 0036969694     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1809-05     Document Type: Article

References (26)

1. Harvey, J. T., J. R. Roesler, J. Farver, and L. Liang, Preliminary Evaluation of Proposed LLPRS Rigid Pavement Structures and Design Inputs. Final Report FHWA/CA/OR-2000/02, University of California, Berkeley; Pavement Research Center, Richmond, Calif., April 2000.
2. Roesler, J. R., J. T. Harvey, J. Farver, and F. Long. Investigation of Design and Construction Issues for Long Life Concrete Pavement Strategies. Final Report, Report FHWA/CA/OR-2000/04. University of California, Berkeley; Pavement Research Center, Richmond, Calif., Feb. 2000.
3. Mahoney, J., J. A. Lary, L. M. Pierce, N. C. Jackson, and E. J. Barenberg. Urban Interstate Portland Cement Concrete Pavement Rehabilitation Alternatives for Washington State. Report WA-RD 202.1. Washington State Department of Transportation, Seattle 1991.
4. 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.
5. Armaghani, J. M., T. J. Larsen, and L. L. Smith. Temperature Response of Concrete Pavements. In Transportation Research Record 1121, TRB, National Research Council, Washington, D.C., 1987, pp. 23-33.
6. Hatt, W. K. The Effect of Moisture on Concrete. ASCE Transactions, Vol. 89, 1923, pp. 271-315.
7. Hveem, F. N. Slab Warping Affects Pavement Joint Performance. Journal of American Concrete Institute, Vol. 47, 1951, pp. 797-808.
8. Eisenmann, J., and G. Leykauf. Effects of Paving Temperature on Pavement Performance. In Proc. Second International Workshop on the Theoretical Design of Concrete Pavements, Siguenza, Spain, 1990.
9. Schmidt, S. K. Analysis of "Built-In" Curling and Warping in PCC Pavements. M. S. thesis. University of Minnesota, Minneapolis, 2001.
10. Eisenmann, J., and G. Leykauf. Simplified Calculation of Slab Curling Caused by Surface Shrinkage. In Proc., Second International Workshop on the Theoretical Design of Concrete Pavements, Siguenza, Spain, 1990, pp. 185-197.
11. Rasmussen, R. O., and B. F. McCullough. A Foundation for High Performance Jointed Concrete Pavement Design and Construction Guidelines. Transtec Consultants, Austin, Tex., 1998.
12. Heath, A. C., J. R. Roesler, and J. T. Harvey. Quantifying Longitudinal, Corner, and Transverse Cracking in Jointed Concrete Pavements. Presented at the 80th Annual Meeting of the Transportation Research Board, Washington, D.C., 2001.
13. Airport Pavement Design for Boeing 777 Airplane. Advisory Circular No. 150/5320-16, FAA, U.S. Department of Transportation, 1995.
14. Darter, M. I., K. T. Hall, and C.-M. Kuo. NCHRP Report 372: Support Under Portland Cement Concrete Pavements. TRB, National Research Council, Washington, D.C., 1995.
15. Darter, M. I. Design of Zero-Maintenance Plain Jointed Pavements. Report FHWA-RD-77-111. FHWA, U.S. Department of Transportation, 1977.
16. Poblete, M., A. Garcia, J. David, P. Ceza, and R. Espinosa. Moisture Effects on the Behaviour of PCC Pavements. In Proc., Second International Workshop on the Theoretical Design of Concrete Pavements, Siguenza, Spain, 1990.
17. Jiang, Y. J., and S. D. Tayabji. Mechanistic Evaluation of Test Data from Long-Term Pavement Performance Jointed Plain Concrete Pavement Test Sections. In Transportation Research Record 1629, TRB, National Research Council, Washington, D.C., 1998, pp. 32-40.
18. Heath, A. C., and J. R. Roesler. Combined Environmental and Traffic Loading in Rigid Pavement Analysis. University of California, Berkeley; Pavement Research Center, Richmond, Calif., July 2000.
19. Ioannides, A. M. Analysis of Slabs on Grade for a Variety of Loading and Support Conditions. Ph.D. thesis. University of Illinois at Urbana-Champaign, 1984.
20. Thompson, M. R., and E. J. Barenberg. NCHRP Report 1-26: Calibrated Mechanistic Structural Analysis Procedure for Pavements - Phase 2. TRB, National Research Council, Washington, D.C., 1992.
21. ISlab 2000 Finite Element Code for Rigid Pavement Analysis. Version 3.6. ERES Consultant, Champaign, Ill., 1999.
22. Benekohal, R. F., K. T. Hall, and H. W. Miller. Effect of Lane Widening on Lateral Distribution of Truck Wheels. In Transportation Research Record 1286, TRB, National Research Council, Washington, D.C., 1990, pp. 57-66.
23. Heath, A. C., and J. R. Roesler. Shrinkage and Thermal Cracking of Fast Setting Hydraulic Cement Concrete Pavements in Palmdale, California. Univeristy of California, Berkeley: Pavement Research Center, Richmond, Calif., Dec. 1999.
24. Lee, Y.-H., and Y.-M. Lee. Corner Stress Analysis of Jointed Concrete Pavements. In Transportation Research Record 1525, TRB, National Research Council, Washington, D.C., 1996, pp. 44-56.
25. Davids, W. G. Foundation Modeling for Jointed Concrete Pavements. In Transportation Research Record: Journal of the Transportation Research Board, No. 1730, TRB, National Research Council, Washington, D.C., 2000, pp. 34-42.
26. Heath, A. C., and J. R. Roesler. Top-Down Cracking of Rigid Pavements Constructed with Fast-Setting Hydraulic Cement Concrete. In Transportation Research Record: Journal of the Transportation Research Board, No. 1712, TRB, National Research Council, Washington, D.C., 2000, pp. 3-12.