Review of stone mastic asphalt as a high-performance ungrooved runway surfacing

References

• AAA. (2017). Airport practice note 12–airfield pavement essentials. Canberra: Australian Airports Association.
   Google Scholar
• AAPA. (2018). Performance-based Airport Asphalt Model Specification –Version 1.0. Port Melbourne: Australian Asphalt Pavement Association - National Technology & Leadership Committee.
   Google Scholar
• ASTB. (2008). Runway excursions –Part 1: A worldwide review of commercial jet aircraft runway excursions. Canberra: Australian Transport Safety Bureau. Retrieved from https://www.atsb.gov.au/media/27370/ar2008018_1.pdf
   Google Scholar
• Austroads. (2007). Austroads Guide to Pavement Technology Part 4B: Asphalt, AGPT04B/07. Sydney, Australia: Austroads.
   Google Scholar
• Austroads. (2008). AG:PT/T250 modified surface texture depth (Pestle method). Sydney: Austroads.
   Google Scholar
• Austroads. (2013). Development of aspects of a design procedure for stone mastic asphalt AP-T221-13. Sydney: Austroads.
   Google Scholar
• Bastow, R., Webb, M., Roy, M., & Mitchell, J. (2005). An investigation of the skid resistance of stone mastic asphalt laid on a rural English county road network. International Surface Friction Conference: roads and runways: improving safety through assessment and design, Christchurch, New Zealand.
   Google Scholar
• Beer, F., Druschner, L., Hase, M., Platzek, W., Radenberg, M., Rajewski, G., … Schmidt, A. (2012). Asphalt auf Flugbetriebsflächen (Translation: Asphalt on airport surfaces). Bonn: German Asphalt Association, Deutscher Asphaltverband.
   Google Scholar
• Blazejowski, K. (2011). Stone mastic asphalt theory and practice. Florida: CRC Press.
   Google Scholar
• Brown, E. R. (1992). Experience with stone matrix asphalt in the United States. Auburn, AL: National Center for Asphalt Technology.
   Google Scholar
• Brown, E. R., Haddock, J. E., Mallick, R. B., & Lynn, T. A. (1997). Development of a mixture design procedure for stone matrix asphalt. Auburn, AL: N. C. f. A. Technology.
   Google Scholar
• CACC. (2016, 23-25 May 2016). Practice on Asphalt Overlay in China. China Airport Construction Group Corporation. ICAO 4th Aerodromes Operations and Planning Working Group, Bangkok, Thailand.
   Google Scholar
• Campbell, C. (1999). The use of stone mastic asphalt on aircraft pavements. Submitted in fulfillment of the requirements for SEN713 Research/Professional Practice Projects. School of Engineering and Technology. Geelong, Victoria: Deakin University.
   Google Scholar
• CASA. (2017). Manual of Standards Part 139 –Aerodromes: Australian Civil Aviation Safety Authority.
   Google Scholar
• Castell, M. A., Ingraffea, A. R., & Irwin, L. H. (2000). Fatigue growth in pavements. Journal of Transportation Engineering, 126(4), 283–290. doi: 10.1061/(ASCE)0733-947X(2000)126:4(283)
   Web of Science ®Google Scholar
• Collop, A. C., & Roque, R. (2004). Report on the prediction of surface-initiated longitudinal wheel path cracking in asphalt pavements. Road Materials and Pavement Design, 5(4), 409–434. doi: 10.1080/14680629.2004.9689979
   Google Scholar
• DGAC. (2009). Guide d’application des normes 2e édition –Enrobés hydrocarbonés et enduits superficiels pour chaussées aéronautiques (p. 40): French Civil Aviation Authority –Département Infrastructures Aéroportuaires.
   Google Scholar
• DoD. (2017). Stone Mastic Asphalt for Airfield Pavements Specification, UFGS 32 13 17: USA Whole Building Design Guide.
   Google Scholar
• Druschner, L., & Schafer, V. (2005). Stone mastic asphalt. Bonnn: German Asphalt Association, Deutscher Asphaltverband.
   Google Scholar
• EAPA. (1998). Heavy duty surfaces. The arguments for SMA. Breukelen: European Asphalt Pavement Association.
   Google Scholar
• Gorkem, C., & Sengoz, B. (2009). Predicting stripping and moisture induced damage of asphalt concrete prepared with polymer modified bitumen and hydrated lime. Construction and Building Materials, 23(6), 2227–2236. doi: 10.1016/j.conbuildmat.2008.12.001
   Web of Science ®Google Scholar
• Hakim, B., Widyatmoko, I., Fergusson, C., & Richardson, J. (2014). UK airfield pavement design using French asphalts. Proceedings of the Institution of Civil Engineers –Transport, 167(1), 27–35. doi: 10.1680/tran.7.00034
   Web of Science ®Google Scholar
• Horne, W. B., Yager, T. J., & Taylor, G. R. (1968). Review of causes and alleviation of low tire traction on wet runways. Hampton, VA: Langley Research Center.
   Google Scholar
• ICAO. (2002). Airport Services Manual –Part 2 –Pavement Surface Conditions. Montréal: International Civil Aviation Organization.
   Google Scholar
• ICAO. (2016). International standards and recommended practices. Aerodromes. Annex 14 Volume 1. Montréal: International Civil Aviation Organization.
   Google Scholar
• Jacobsen, Y. (2015). Norwegian record at Oslo Airport. NYNAS news. Retrieved from https://www.nynas.com/en/media/newslist/norwegian-record-at-oslo-airport/
   Google Scholar
• Jialiang, W., & Yu, J. (2000). Stone mastic asphalt –Pavement technology for the modern China. Paper presented at the 2nd Asia Pacific Conference & Exhibition on Transportation and Environment, Beijing, China. file:///C:/Users/s_j054/Downloads/20180315133432405.pdf
   Google Scholar
• Jiménez, F. P., Recasens, R. M., & Martínez, A. (2008). Effect of filler nature and content on the behaviour of bituminous mastics. Road Materials and Pavement Design, 9(sup1), 417–431. doi: 10.1080/14680629.2008.9690177
   Web of Science ®Google Scholar
• Joubert, P. B., Gounder, L., & van Wyk, S. (2004). Experimental asphalt sections in the runway touch down zone on Johannesburg International Airport. 8th Conference on Asphalt Pavements for Southern Africa, Sun City, South Africa.
   Google Scholar
• Luftfartstilsynet. (2006). Regulations on the design of major airports (BSL E 3-2). https://lovdata.no/dokument/SF/forskrift/2006-07-06-968#KAPITTEL_19
   Google Scholar
• MRWA. (2010). Initial Skid Resistance of Stone Mastic Asphalt –Doc No. 71/06/1359. https://www.mainroads.wa.gov.au/Documents/NEW20METHOD20Initial20Skid20Resistance20of20Stone20Mastic20asphalt20(July202010).PDF
   Google Scholar
• MRWA. (2017). Stone mastic asphalt, Specification 502: Government of WA, Main Roads Western Australia. Retrieved from https://www.mainroads.wa.gov.au/Documents/Specification202050120Pavements202220May202017.RCN-D17%5E23394823.PDF
   Google Scholar
• Patterson, J., Jr. (2012). Evaluation of trapezoidal-shaped runway grooves. Springfield, VA: Federal Aviation Administration.
   Google Scholar
• Prowell, B. D., Watson, D. E., Hurley, G. C., & Brown, E. R. (2009). Evaluation of Stone Matrix Asphalt (SMA) for airfield pavements. Auburn, AL: National Center for Asphalt Technology.
   Google Scholar
• Qiu, Y. F., & Lum, K. M. (2006). Design and performance of stone mastic asphalt. [Article]. Journal of Transportation Engineering, 132(12), 956–963. doi: 10.1061/(ASCE)0733-947X(2006)132:12(956)
   Google Scholar
• Rebbechi, J. (2000). Stone mastic asphalt design & application guide. Implementation guide no. 4. Kew, VIC: Australian Asphalt Pavement Association.
   Google Scholar
• Rebbechi, J., Maccarrone, S., & Ky, A. (1997). Evaluation of stone mastic asphalt performance. Paper presented at the 10th AAPA International Flexible Pavements Conference, Perth, Western Australia.
   Google Scholar
• Rebbechi, J., Mangan, D., Nicolls, M., & J, B. (2003). Stone mastic asphalt –A decade of Australian experience. Paper presented at the 21st ARRB Transport Research Conference, Cairns, Queensland, Australia.
   Google Scholar
• Rodway, B. (2016, 27-29 July). Flexible aircraft pavement surfacing –Australian practice. Eighth International Conference on Maintenance and Rehabilitation of Pavements, Singapore.
   Google Scholar
• Sousa, J. B., Solaimanian, M., & Weissman, S. L. (1994). Development and use of the repeated shear test (constant height): An optional Superpave mix design tool. Washington, DC: National Academy of Sciences.
   Google Scholar
• TMR. (2017). Asphalt pavements, MRTS 30: QLD Government, Transport and Main Roads. Retrieved from https://www.tmr.qld.gov.au/business-industry/Technical-standards-publications/Specifications/5-Pavements-Subgrade-and-Surfacing#MRTS30
   Google Scholar
• TRMS. (2013). Stone mastic asphalt, specification R121: NSW Government, Transport, Road & Maritime Services. Retrieved from http://www.rms.nsw.gov.au/business-industry/partners-suppliers/documents/specifications/r121.pdf
   Google Scholar
• VicRoads. (2012). Stone mastic asphalt, Section 404: Victorian Government VicRoads. Retrieved from http://webapps.vicroads.vic.gov.au/VRNE/csdspeci.nsf/webscdocs/5916DDA1FE3D3096CA2579E4001945FB?OpenDocument
   Google Scholar
• Wan, C. G., Wang, Q. T., Ma, B. F., & Zhang, Y. (2014). Influence of fiber type on road performance of stone mastic asphalt. Vol. 912-914. Advanced Materials Research (pp. 188–193).
   Google Scholar
• Wang, H., Li, M., & Garg, N. (2017). Investigation of shear failure in airport asphalt pavements under aircraft ground manoeuvring. Road Materials and Pavement Design, 18(6), 1288–1303. doi: 10.1080/14680629.2016.1211030
   Web of Science ®Google Scholar
• White, G. (2014). New Airport Pavement Technologies from the USA. Australian Airports Association National Conference, Gold Coast, Australia.
   Google Scholar
• White, G. (2016). Changes in Australian paving-grade bitumen: Are they real and what should Australia do about it? 27th ARRB Conference, Melbourne, Victoria.
   Google Scholar
• White, G. (2017a). Developing a performance specification for Airport asphalt. Paper presented at the 17th AAPA International Flexible Pavements Conference, Melbourne, Australia.
   Google Scholar
• White, G. (2017b). Managing skid resistance and friction on asphalt runway surfaces. Paper presented at the World Conference on Pavement and Asset Management, Milan, Italy.
   Google Scholar
• White, G. (2017c). Towards a performance-based Airport asphalt specification. Paper presented at the International Conference on Highway Pavements and Airfield Technology Pennsylvania.
   Google Scholar
• White, G. (2018). State of the art: Asphalt for airport pavement surfacing. International Journal of Pavement Research and Technology, 11(1), 77–98. doi: 10.1016/j.ijprt.2017.07.008
   Google Scholar
• White, T. D. (1985). Marshall procedures for design and quality control of asphalt mixtures. Asphalt Pavement Technology, 54, 265–285.
   Google Scholar
• White, G., & Rodway, B. (2014). Distress and maintenance of grooved runway surfaces. Paper presented at the Airfield Engineering and Maintenance Summit, Singapore.
   Google Scholar
• Widyatmoko, I., Fergusson, C., Cant, S., Gordon, J., & Wood, J. (2012). French airfield asphalt concrete at Manchester Airport. [Technical Paper]. Asphalt Professional, (51), 18–23.
   Google Scholar
• Widyatmoko, I., Hakim, B., Fergusson, C., & Richardson, J. (2008). The use of French airfield asphalt concrete in the UK. European Road Review 13, Special Issue on Airfield Pavements.
   Google Scholar
• Xin, S. (2015, 4–6 March 2015). Research and practice on asphalt overlay in China. ICAO Regional Workhop on Airport Pavements-Design & Evaluation, Macao, China.
   Google Scholar