Development of Mechanistic-Empirical Design procedure for fully permeable pavement under heavy traffic

Transportation Research Record

Volumn , Issue 2305, 2012, Pages 83-94

  Li, Hui ^a   Jones, David ^a   Harvey, John ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE SLABS; HIGHWAY PLANNING; RESERVOIRS (WATER); STORMS; STRUCTURAL DESIGN; TRAFFIC SURVEYS;

CALIFORNIA; DESIGN PROCEDURE; HEAVY TRAFFICS; MECHANISTIC-EMPIRICAL DESIGNS; MECHANISTICS; PARKING LOTS; PAVEMENT DESIGN; PAVEMENT STRUCTURES; PERMEABLE PAVEMENTS; PRELIMINARY DESIGN;

TRUCKS;

EID: 84874383478     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2305-09     Document Type: Article

References (18)

1. Hansen, B. Porous Pavement Increases Storage Area at Portland Marine Terminal. Civil Engineering, Vol. 77, No. 3, 2007, American Society of Civil Engineers, Reston, Va., pp. 24-27.
2. Hansen, K. Porous Asphalt Pavements for Stormwater Management. Information Series 131. National Asphalt Pavement Association, Lanham, Md., 2008.
3. Stormwater Management with Pervious Concrete Pavement. American Concrete Pavement Association Skokie, Ill., 2009.
4. Smith, D. R. Permeable Interlocking Concrete Pavements. Selection, Design, Construction, and Maintenance. Interlocking Concrete Pavement Institute, Herndon, Va., 2006.
5. Kayhanian, M., L. Chai, and B. Givens. Hydraulic Performance Evaluation of Permeable Pavement Under Heavy Load and Heavy Traffic. CTSW-RT-10-247.03D. University of California, Davis, 2010.
6. Lu, Q. Truck Traffic Analysis Using Weigh-In-Motion (WIM) Data in California. University of California Pavement Research Center, Richmond, 2002.
7. Jones, D., J. Harvey, H. Li, and B. Campbell. Summary of Laboratory Tests to Assess Mechanical Properties of Permeable Pavement Materials. CTSW-TM-09-249.01/UCPRC-TM-2009-05. University of California Pavement Research Center, Richmond, 2009.
8. Tutumluer, E. Predicting Behaviour of Flexible Pavements with Granular Bases. PhD dissertation. Georgia Institute of Technology, Atlanta, 1995.
9. Li, H., J. Harvey, and D. Jones. Summary of a Computer Modeling Study to Understand the Performance Properties of Fully Permeable Pavements. CTSW-TM-09-249.02/UCPRC-TM-2010-04. University of California Pavement Research Center, Richmond, 2010.
10. Uzan, J. Characterization of Granular Material. In Transportation Research Record 1022, TRB, National Research Council, Washington, D. C., 1985, pp. 52-59.
11. Tutumluer, E., and M. R. Thompson. Anisotropic Modeling of Granular Bases. Final Report to Federal Aviation Administration Center of Excellence for Airport Pavements. COE Report No. 2. University of Illinois at Urbana-Champaign, Champaign, 1998.
12. Davids, W. G., G. M. Turkiyyah, and J. P. Mahoney. EverFE: Rigid Pavement Three-Dimensional Finite Element Analysis Tool. In Transportation Research Record 1629, TRB, National Research Council, Washington, D. C., 1998, pp. 41-49.
13. Signore, J., J. Harvey, M. Kayhanian, N. Santero, R. Wu, M. Troxler, and F. Farshidi. Performance Evaluation of Permeable Pavements for Water Quality Under Heavy Traffic. UCPRC-RR-2007-02. University of California Pavement Research Center, Richmond, 2007.
14. LEAP 2.0: A Layered Elastic Analysis Program (Release 2.0, March 2004). Symplectic Engineering Corporation, Berkeley, Calif., 2004.
15. Miner, M. A. Cumulative Damage in Fatigue. Journal of Applied Mechanics, Vol. 12, 1945, pp. A159-A164.
16. Darter, M. I., and E. J. Barenberg. Design of Zero-Maintenance Plain Jointed Concrete Pavement. Volume 1: Development of Design Procedures. Report FHWA-RD-77-III. FHWA, U. S. Department of Transportation, 1977.
17. Bejarano, M. O., and M. R. Thompson. Subgrade Soil Evaluation for the Design of Airport Flexible Pavements. Report to FAA Center of Excellence for Airport Pavements. COE Report No. 8. University of Illinois at Urbana-Champaign, Champaign, 1999.
18. Jones, D., J. Harvey, H. Li, T. Wang, R. Wu, and B. Campbell. Laboratory Testing and Modeling for Structural Performance of Fully Permeable Pavements Under Heavy Traffic: Final Report. CTSW-RT-10-249.04/UCPRC-RR-2010-01. University of California Pavement Research Center, Richmond, 2010.