Reflective cracking reduction by a comparison between modifying asphalt overlay and sand asphalt interlayer: an experimental evaluation

References

• Amirkhanian, S.N., Xiao, F., and Sockwell, K., 2015. Performance properties of polymer modified pelletized asphalt mixtures. In: ASCE, airfield and highway pavements.
   Google Scholar
• Austerman, A.J., Mogawer, W.S., and Bonaquist, R., 2009. Evaluating the effects of warm mix asphalt technology additive dosages on the workability and durability of asphalt mixtures containing recycled asphalt pavement. In: Transportation research board 88th annual meeting.
   Google Scholar
• Austin, R., and Gilchrist, A, 1996. Enhanced performance of asphalt pavements using geocomposites. Geotextiles and Geomembranes, 14, 175–186. doi: 10.1016/0266-1144(96)00007-6
   Web of Science ®Google Scholar
• Brown, S.F., Brunton, J.M., and Armitage, R.J., 1989. Grid reinforced overlays, reflective cracking in pavement: assessment and control. In: Proceeding of the RILEM conference, March 8–10. Liege, 63–70.
   Google Scholar
• Brown, S.F., Thom, N.H., and Sanders, P.J., 2001. A study of grid reinforced asphalt to combat reflection cracking. Annual Meeting of Association ofAsphalt Paving Technologists, 70, 543–569.
   Google Scholar
• Caltrans, 2003. Asphalt rubber usage guide. S.1. Sacramento, CA: State of California Department of Transportation, Materials Engineering and Testing Services.
   Google Scholar
• Chang, D.T.T. et al., 1998. Effects of Geogrid in enhancing the resistance of asphalt concrete to reflection cracks. ASTM STP 1348. In: American society for testing and materials, 39–51.
   Google Scholar
• Chen, Y., Lopp, G., and Roque, R, 2013. Effects of an asphalt rubber membrane interlayer on pavement reflective cracking performance. Journal of Materials in Civil Engineering, 25, 1936–1940. doi: 10.1061/(ASCE)MT.1943-5533.0000781
   Web of Science ®Google Scholar
• Cleveland, G.S, Button, J.W., and Lytton, R.L., 2002. Geosynthetics in flexible and rigid pavement overlay systems to reduce reflection cracking. Texas Transportation Institute, Report No 0-1777, 298, 1–297.
   Google Scholar
• Cooper, J.A., Lynch, D.F., and Aquin, R.C., 1983. Stress absorbing membrane interlayer (SAMI), Construction Report. Downsview, Ont.: Ministry of Transportation and Communications.
   Google Scholar
• Debondt, A.H., 1999. Anti reflective cracking design of (reinforced) asphaltic overlays. PhD Thesis submitted to Delft University of Technology, Netherlands.
   Google Scholar
• Dhakal, N., Elseifi, M. A., and Zhang, Z, 2016. Mitigation strategies for reflection cracking in rehabilitated pavements-A synthesis. International Journal of Pavement Research and Technology, 9 (3), 228–239. doi: 10.1016/j.ijprt.2016.05.001
   Google Scholar
• Estakhri, C., Button, J., and Alvarez, A.E., 2010. Field and laboratory investigation of warm mix asphalt in texas. Texas Transportation Institute. The Texas A&M University.
   Google Scholar
• Ferrotti, G., et al., 2012. Experimental evaluation of the influence of surface coating on fiberglass geogrid performance in asphalt pavements. Geotextiles and Geomembranes, 34, 11–18. doi: 10.1016/j.geotexmem.2012.02.011
   Web of Science ®Google Scholar
• Gonzalez-Torre, I., et al., 2015. Evaluation of reflective cracking in pavements using a new procedure that combine loads with different frequencies. Construction and Building Materials, 75, 368–374. doi: 10.1016/j.conbuildmat.2014.11.030
   Web of Science ®Google Scholar
• Greene, J., et al., 2012. Effect of asphalt rubber membrane interlayer (ARMI) on instability rutting and reflection cracking of asphalt mixture. Report No. FL/DOT/SMO/12-552, Florida Department of Transportation.
   Google Scholar
• Hu, S., Hu, X., and Zhou, F., 2008. Using semi-analytical finite element method to evaluate stress intensity factors in pavement structure. College Station, TX: Texas Transportation Institute, Texas A&M University, 2008 Taylor & Francis Group, London, ISBN 978-0-415-47575-4.
   Google Scholar
• Iran highway asphalt paving code, 2011. Vice presidency for strategic planning and supervision. The Ministry of Road and Urban Development, Publication Number 234, Iran.
   Google Scholar
• Kazimierowicz-Frankowska, K, 2008. Comparison of stress and strain states in pavements with and without reflective cracks. Journal of Transportation Engineering, 134, 483–492. doi: 10.1061/(ASCE)0733-947X(2008)134:11(483)
   Web of Science ®Google Scholar
• Khodaii, A., Fallah, S., and Moghadas Nejad, F, 2009. Effects of geosynthetics on reduction of reflection cracking in asphalt overlays. Geotextiles and Geomembranes, 27, 1–8. doi: 10.1016/j.geotexmem.2008.05.007
   Web of Science ®Google Scholar
• Kim, Y., et al., 2006. A simple testing method to evaluate fatigue fracture and damage performance of asphalt mixtures. Journal of Association of Asphalt Paving Technologists, 75, 755–788.
   Google Scholar
• Kim, K.W., Doh, Y.S., and Lim, S, 1999. Mode I reflection cracking resistance of strengthened asphalt concrete. Construction and Building Materials, 13, 243–251. doi: 10.1016/S0950-0618(99)00032-X
   Web of Science ®Google Scholar
• Kumar, V.V., and Saride, S., 2018a. Flexural and shear characterization of geosynthetic reinforced asphalt overlays. In: Advances in geosynthetics engineering. Sustainable civil infrastructures. Springer, 108–123.
   Google Scholar
• Kumar, V.V., and Saride, S., 2018b. Evaluation of cracking resistance potential of geosynthetic reinforced asphalt overlays using direct tensile strength tests. Construction and Building Materials, 162 (20), 37–47. doi: 10.1016/j.conbuildmat.2017.11.158
   Google Scholar
• Kumar, V.V., Saride, S., and Peddinti, P.R.T., 2017. Interfacial shear properties of geosynthetic interlayered asphalt overlays. In: Proceedings on Geotechnical Frontiers, Orlando.
   Google Scholar
• Lesueur, D., and Little, D. N., 1999. Effect of hydrated lime on rheology, fracture and aging of bitumen. In: Transportation research record, No. 1661, 93–105.
   Google Scholar
• Lytton, R.L., et al., 2010. Models for predicting reflection cracking of hot-mix asphalt overlays. NCHRP Report 669. Transportation Research Board. College Station, TX: Transportation Institute of Texas A&M University.
   Google Scholar
• Moghadas Nejad, F., et al., 2012. Investigating the properties of crumb rubber modified bitumen using classic and SHRP testing methods. Construction and Building Materials, 26, 481–489. doi: 10.1016/j.conbuildmat.2011.06.048
   Web of Science ®Google Scholar
• Moghadas Nejad, F., et al., 2016. Statistical-experimental study of geosynthetics performance on reflection cracking phenomenon reflection cracking phenomenon. Geotextiles and Geomembranes, 44, 178–187. doi: 10.1016/j.geotexmem.2015.09.002
   Web of Science ®Google Scholar
• Molenaar, A., Heerkens, J., and Verhoeven, J., 1986. Effects of stress absorbing membrane interlayers. Association of Asphalt Paving Technologists.
   Google Scholar
• Mrawira, D., and Damude, D.J., 1999. Revisiting the effectiveness of tack coats in HMA overlays: The shear strength of tack coats in young overlays. In: Proceedings 14th annual conference, Canadian Technical Asphalt Association, 116–129.
   Google Scholar
• Nunn, M.E., 1989. An investigation of reflection cracking in composite pavements in the United Kingdom. In: Proceedings of 1st conference on reflective cracking in pavements, assessment and control. Liege, 146–153.
   Google Scholar
• Ogundipe, O.M., Thom, N.H., and Collop, A., 2013a. Investigation of crack resistance potential of stress absorbing membrane interlayers(SAMIs) under traffic loading. Construction and Building Materials, 38, 658–666. doi: 10.1016/j.conbuildmat.2012.08.039
   Web of Science ®Google Scholar
• Ogundipe, O.M., Thom, N.H., and Collop, A., 2013b. Evaluation of performance of stress-absorbing membrane interlayer (SAMI) using accelerated pavement testing. International Journal of Pavement Engineering, 14 (6), 569–578. doi: 10.1080/10298436.2012.742193
   Web of Science ®Google Scholar
• Othman, AM, 2011. Evaluation of hydrated lime effect on the performance of rubber modified HMA mixtures. Journal of Elastomers & Plastics, 43 (3), 221–237. SAGE-May. doi: 10.1177/0095244311398628
   Web of Science ®Google Scholar
• Roque, R., Chen, Y., and Lopp, G., 2012. Evaluation of asphalt rubber membrane interlayer (ARMI) using the University of Florida’s composite system interface cracking (CSIC) test, FDOT report.
   Google Scholar
• Saride, S., and Kumar, V.V, 2017. Influence of geosynthetic-interlayers on the performance of asphalt overlays placed on pre-cracked pavements. Geotextiles and Geomembranes, 45 (3), 184–196. doi: 10.1016/j.geotexmem.2017.01.010
   Web of Science ®Google Scholar
• Saride, S., and Kumar, V.V, 2018. Estimation of service life of geosynthetic reinforced asphalt overlays from beam and large scale fatigue tests. Journal of Testing and Evaluation, 47 (4), doi:10.1520/JTE20170605.
   Web of Science ®Google Scholar
• Sengul, C.E., et al., 2012. Hydrated lime treatment of asphalt concrete to increase permanent deformation resistance. Construction and Building Materials, 30, 139–148. doi: 10.1016/j.conbuildmat.2011.12.031
   Web of Science ®Google Scholar
• Shafabakhsh, G., Sadeghnejad, M., and Sajed, Y, 2014. Case study of rutting performance of HMA modified with waste rubber powder. Case Studies in Construction Materials, 1, 69–76. doi: 10.1016/j.cscm.2014.04.005
   Google Scholar
• Sobhan, K., Genduso, M., and Tandon, V., 2005. Effects of geosynthetic reinforcement on the propagation of reflection cracking and accumulation of permanent deformation in asphalt overlays. In: Third LACCET international Latin American and Caribbean conference for engineering and technology (LACCET 2005) advances in engineering and technology: a global perspective, 8–10 June 2005. Cartegena, CO, 1–9.
   Google Scholar
• Topal, A., et al., 2014. Evaluation of mixture characteristics of warm mix asphalt involving natural and synth etic zeolite additives. Construction and Building Materials, 57, 38–44. doi: 10.1016/j.conbuildmat.2014.01.093
   Web of Science ®Google Scholar
• Virgili, A., et al., 2009. Repeated load test on bituminous systems reinforced by geosynthetics. Geotextiles and Geomembranes, 27 (3), 187–195. doi: 10.1016/j.geotexmem.2008.11.004
   Web of Science ®Google Scholar
• Von Mises, R., 1913. Mechanik der festen Körper im plastisch deformablen Zustand, Nachrichten von der Königlichen Gesellschaft der wissenschaften zu Göettinger, Mathematisch-physikalische Klasse, 582–592.
   Google Scholar
• Wang, H., et al., 2013. Analysis on fatigue crack growth laws for crumb rubber modified (CRM) asphalt mixing. Construction and Building Materials, 47, 1342–1349. doi: 10.1016/j.conbuildmat.2013.06.014
   Web of Science ®Google Scholar
• Yang, J., et al., 2008. Asphalt sand stress absorbing interlayer used in asphalt pavement with semi-rigid base. In: 6th RILEM international conference on cracking in pavement, 229–238.
   Google Scholar
• Zamora-Barraza, D., et al., 2010. New procedure for measuring adherence between a geosynthetic material and a bituminous mixture. Geotextiles and Geomembranes, 28, 483–489. doi: 10.1016/j.geotexmem.2009.12.010
   Web of Science ®Google Scholar
• Zamora-Barraza, D., et al., 2011. Evaluation of anti-reflective cracking systems using geosynthetics in the interlayer zone. Geotextiles and Geomembranes, 29 (2), 130–136. doi: 10.1016/j.geotexmem.2010.10.005
   Web of Science ®Google Scholar
• Zuzhong, L., et al., 2011. Fatigue test of composite pavement on stress absorbing layers for reflective cracking. In: Third international conference on transportation engineering (ICTE).
   Google Scholar