Analysis and design of concrete pavements
Lecture : Pavement Materials
 

REFERENCES

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Asphalt Institute (1997). Superpave performance grade asphalt binder specification and testing, 2 nd edition.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Austroads (1992). Pavement Design Guide. Sydney.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Das, A., Deol, M. S., Ohri, S. and Pandey, B. B. (2004). Evolution of non-standard bituminous mix - a study on Indian specifications. International Journal of Pavement Engineering, Vol 5(1), March, 2004, pp. 39-46.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Das, A. and Pandey, B. B. (1998). Bituminous Pavement with Cemented Base. Highway Research Board Bulletin, 58, IRC, New Delhi, 77-94.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Decoene, Y. (1990). Contribution of cellulose fibers to the performance of porous asphalts. Transportation Research Record, TRB, 1265, National Research Council, Washington, D. C., 82-83.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DEQ (1992). Department of environmental quality. Porous Asphalt Pavement, Michigan. www.deq.state. mi.us/documents/deq-swq-nps-pap.pdf

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ETM (1999). Engineer Technical Manual, ETM 1110-3-503. www.usace.army.mil/publications/eng-tech-ltrs/ etl1110-3-503/entire.pdf

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GDOT (1995). Stone Matrix Asphalt: Georgia's Experience. Georgia Department of Transportation. http://www.dot.state.ga.us/dot/construction

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Halsted, G.E. (2002). Inverted base turns roads upside down. http://www.aggman.com/0602_pages/0602 marketing.html

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Hamad, B.S., Rteil. A. A. and Mutasseem, E. F. (2003). Effect of used engine oil on properties and hardened concrete. Construction and Building materials, 17, 311-318.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Harvey, J., Deacon, J., Taybali, A., Leahy, R. and Monismith, C. L. (1997). A reliability-based mix design and analysis system for mitigating fatigue distress. Proceedings, 8 th International Conference on Asphalt Pavements, University of Washington, Seattle, 301-324.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Harvey, T. H., and Tsai, B. W. (1996). Effects of asphalt content and air void content on mix fatigue and stiffness. Transportation Research Record, 1543, TRB, Washington D. C., 38-45.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Hawkins, G. J., Bhatty, J. I., and O'Hare, A. T. (2003). Cement kiln dust production, management and disposal. Portland Cement Association, PCA, R&D Report No. 2737.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Huet, M., Boissoudy, A., Gramsammer, J. C., Bauduin, A., Samanos, J. (1990). Eperiments with porous asphalt on the Nantes fatigue test track. Transportation Research Record, TRB, 1265, National Research Council, Washington, D. C., 54-58.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

IRC:37-2001. Guidelines for the design of flexible pavements, 2 nd revision. Indian Roads Congress, New Delhi.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Javed, S., Lovell, C. W., Leonard and Wood, W. (1994). Waste foundry sand in asphalt concrete. Transportation Research Record, TRB, National Research Council, Washignton, D. C., 1437, 27-34.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Jenkins, K.J., Van de Ven, M.F.C., De Groot, J.L.A. (2003). Characterisation of Foamed Bitumen, 7th Conference on Asphalt Pavements for Southern Africa.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Maurer, D. A., and Malasheskie, G. (1989). Field performance of fabrics and fibers to retard reflective cracking. Transportation Research Record. TRB, 1248, National Research Council, Washington, D. C., 13-23.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Monismith, C. L., Long F. and Harvey, J. T. (2001). California's interstate-710 rehabilitation: mix and structural section designs, construction specifications. Journal of the Association of Asphalt Paving Technologists, 70, 762-799.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Michele, C.A. (2003). STORMWATER, The Journal for Surface Water Quality Professionals. http://www. forester.net/sw_0305_porous.html ( last visited April, 2004).

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Miller 2004. The Miller Group. http://www.millergroup .ca/pavement/micro_surfacing.html (last visited, April 2004).

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Mroueh, U. M. and Wahlström, M. (2002). By-products and recycled materials in earth construction in Finland-an assessment of applicability, Resources, Conservation and Recycling, 35,117-129.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MS-1 (1999). Thickness design - Asphalt pavements for highways and streets. The Asphalt Institute, Manual series 1, 9 th edition.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MS-2 (1997). Mix Design Methods for Asphalt. The Asphalt Institute, 6 th Edition, Lexington .

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MTTP (2003). Minnesota Technology Transfer (T 2 ) Program. Technology Exchange Newsletter. http:// www.ts.umn.edu/T2/TechExch/2003/summer/whitetopping.html (last visited April,2004).

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Murison, S., and Smith, T., " Ultra-Thin Whitetopping In Canada: State-of-Practice". 4 th Transportation Specialty Conference of the Canadian Society for Civil Engineering , June 2002, Canada.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Narasimham, K.V., Misra, R. and Das, A. (2001). Optimization of bituminous pavement thickness in mechanistic pavement design. International Journal of Pavement Engineering and Asphalt Technology , Vol. 2, 2, 59-72.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NCHRP-452

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Newcomb, D., Buncher M., Huddleston, I. J., (2001). "Concepts of perpetual pavements", Transportation Research Circular , Number 503, TRB, Washington, D. C., pp.4-11.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NTL (2003). Introduction to pavement recycling. National Transportation Laboratory, USA. http://www. ntl.bts.gov/763201/PDF/chapt_01.pdf, (last visited, November 2003).

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Nunes, M. C. M., Bridges, M. G., and Dawson. A. R. (1996). Assessment of secondary materials for pavement construction: Technical And Environmental Aspects. Waste Management, Vol. 16, No. 1-3, 87-96.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Nunn, M., Brown, A., Weston, D. and Nicholls, J. C. (1997). Design of long-life flexible pavements for heavy traffic. Report No. 250, Transportation Research Laboratory, Berkshire, United Kingdom .

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ODOT 2004. Micro-surfacing, Item 406. Ohio Department of Transportation. http://www.dot. state.oh.us/spec/406.htm (last visited, April 2004).

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Romanoschi et al. (2003) www.ctre.iastate.edu/pubs/ midcon2003/RomanoschiFoamed.pdf

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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