Synthesis of design and construction practices
tải về 1.81 Mb. Chế độ xem pdf
|
[123doc] - phat-trien-nguon-nhan-luc-cua-cong-ty-co-phan-misa-doc
| ACKNOWLEDGMENTS
This report was produced under the joint sponsorship of the Virginia Tech Transportation Institute, the Virginia Transportation Research Council and the Virginia Department of Transportation. Drs. Linbing Wang and Edgar de León from VTTI contributed to the conception and development of this project. The project technical panel members, Tanveer Chowdhury, Stacey Diefenderfer, Audrey Moruza, Bipad Saha and Thomas Tate, provided valuable guidance, comments, and recommendations.
REFERENCES
Adaska, W.S., and Luhr, D.R. (2004). Control of Reflective Cracking in Cement Stabilized Pavements. 5 th International RILEM Conference. Limoges, France, May 2004.
Balbo, J.T. (1993). Study of the mechanical properties of cement treated crushed stone and its application to semi-rigid pavements (in Portuguese). University of Sao Paulo, Polytechnical School.
Balbo, J.T., and Cintra, J.P. (1994). Fatigue verification criteria for semi-rigid pavements. http://www.ptr.usp.br/lmp/download/fatcri.PDF. Accessed Nov. 19, 2007. 37 Breemen, W.V. (1993). Discussion of Possible Designs of Composite Pavements. Highway Research Record , No. 37. Highway Research Board, Washington, DC.
Delatte, N. (2004). Simplified design of roller-compacted concrete composite pavement. Transportation Research Record , No. 1896. Transportation Research Board, Washington, DC, pp. 57-65.
Donald, G. (2003). Benefits of composite pavements. ARRB Transportation Research, SMEC International, Australia.
Harichandran, R.S., and Baladi, G.Y. (2000). MICHPAVE User's Manual. Department of Civil and Environmental Engineering, Michigan State University, East Lansing.
Hein, D.K., Olidis, C., Magni, E., and MacRae, D. (2002). A method for the investigation and validation of composite pavement performance including the use of the falling weight deflectometer. Pavement Evaluation 2002--A Joint Conference of the FWD and Road Profilers User Groups , Roanoke, VA.
Huang, Y. H. (2004). Pavement Analysis and Design. Pearson Prentice Hall, Upper Saddle River, NJ.
Hudson, W.R., and Roberts, F.L. (1981). Design Procedure for Premium Composite Pavements. Transportation Research Record, No. 814. Transportation Research Board, Washington, DC, pp. 45-55.
Illinois Department of Transportation. (2002). Structural Design of Composite Pavements. Pavement Design . Springfield.
Jofre, C., and Fernandez, R. (2004). El empleo de pavimentos de suelocemento en España. XIV Asamblea de Socios & Congreso Ficem, Cartagena, España, Oct. 27-29.
Kennedy, T.W. (1983). Tensile characterization of highway pavement materials. FHWA/TX- 84/21+183-15F. Center for Transportation Research, Austin, TX.
Maryland State Highway Administration. (2002). Pavement Design Guide, Maryland Department of Transportation State Highway Administration (SHA), Office of Materials and Technology (MT), Hanover.
Merrill, D., Dommelen, A.V., and Gaspar, L. (2006). A review of practical experience throughout Europe on deterioration in fully-flexible and semi-rigid long-life pavements. International Journal of Pavement Engineering , 7(2), 101-109.
National Cooperative Highway Research Program. (2004). Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures. NCHRP 1-37A. Champaign, IL.
38 Nissans K., and Nunn, M.E. (2004). A Model for Top-Down Cracking in Composite Pavements. TRL Limited.
Nishizawa, T., Shimeo, S., Komatsubara, A., and Koyanagawa, M. (2000). Temperature gradient of concrete pavement slab overlaid with asphalt surface course. Transportation Research Record , No. 730. Transportation Research Board, Washington, DC, pp. 25-33.
Nunn, M. (2004). Development of a more versatile approach to flexible and flexible composite pavement design. TRL Report TRL615. Highways Agency, Berkshire, U.K.
Nunn, M.E., Brown, A., Weston, D., and Nicholls, J. (1997). Design of long-life pavements for heavy traffic. Transportation Research Laboratory, TRL250, U.K.
Parry, A.R., Phillips, S., Potter, J.F., and Nunn, M.E. (1997). U.K. design of flexible composite pavements. Eighth International Conference on Asphalt Pavements, Volume I, Seattle, Washington.
Parry, A.R., Phillips, S.J., Potter, J.F., and Nunn, M.E. (1999). Design and performance of flexible composite road pavements. Proceedings of the Institution of Civil Engineers and Transportation , 135, Crowthorne, England, U.K.
PCASE. (2007). Pavement Design and Evaluation Software. https://transportation.wes.army.mil/triservice/pcase/. Accessed Oct. 24, 2007.
Richardson, D.N. (1996). AASHTO Layer Coefficients for Cement-Stabilized Soil Bases. Journal of Materials in Civil Engineering , 8(2), 83-87.
Shook, J.F., Finn, F.N., Witczak, M.W., and Monismith., C.L. (1982). Thickness design of asphalt pavements—The Asphalt Institute method. 5th International Conference of the Structural Design of Asphalt Pavements , Delft, The Netherlands, 1982.
Smith, R.E., Mukherjee, B., Zulyaminayn, M., Pilson, C.C., Dossey, T., and McCullough, B.F. (2001). Integration of network- and project-level performance models for TxDOT PMIS. Report 1727-2. Texas Transportation Institute, Austin.
Smith, RE., R.P. Palmeri, M.I. Darter, and R.L. Lytton. (1984). Pavement Overlay Design Procedures and Assmptions, Vol. 3: Guide for Designing Overlay. FHWA-RD-85-008. Federal Highway Administration, Washington, DC.
Smith, R.J. (1963). Definition of composite pavement structures. Highway Research Record, No. 37. Highway Research Board, Washington, DC, pp.1-4.
Sousa, J.B., Pais, J.C., Saim, R., Way, G.B., and Stubstad, R.N. (2002). Mechanistic-empirical overlay design method for reflective cracking. Transportation Research Record, No. 1809. Transportation Research Board, Washington, DC, pp. 209-217.
39 Thogersen, F., Busch, C., and Henrichsen, A. (2004). Mechanistic design of semi-rigid pavements—An incremental approach. Report 138. Danish Road Institute, Hedenhusene, Denmark.
UFC. (2004). Pavement Design for Roads, Streets, and Open Storage Areas, Elastic Layered Methods , Unified Facilities Criteria (UFC), Departments of the Army and the Air Force, Washington, DC.
U.K. (2006). Design Manual for Roads and Bridges, Vol. 7, Section 2, Part 3. Highways Agency (HA), United Kingdom.
Virginia Department of Transportation. (2001). Pavement Type Selection Procedures in Virginia, http://www.virginiadot.org/business/const/resources/StatewideAverage.pdf. Accessed Dec. 2, 2007.
Virginia Department of Transportation, Materials Division. (2002). Guidelines for Pavement Life Cycle Cost Analysis. Version 1.0. http://www.virginiadot.org/business/resources/bu-mat-pde-LCCADocMay02.pdf. Accessed Nov. 18, 2007.
Virginia Department of Transportation. (2007). Statewide Averages October 2005 Through September 2007. Richmond.
Von Quintus, H.L., Finn, F.N., Hudson, W.R., and Roberts, F.L. (1979). Flexible and composite structures for premium pavements: Volume 1 and 2. FHWA-RD-81-154 FHWA-RD-81- 155. Federal Highway Administration, Washington, DC.
Wisconsin Department of Transportation. (2007). Pavement Construction—Surface Preparation. http://training.ce.washington.edu/wsdot/modules/07_construction/07-2_body.htm. Accessed Nov. 18, 2007.
40 |