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Articles

Performance evaluation of semi-flexible permeable pavements under cyclic loads

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Pages 336-346 | Received 14 Dec 2017, Accepted 04 May 2018, Published online: 23 May 2018

References

  • Aisien, F., Hymore, F., and Ebewele, R., 2006. Application of ground scrap tyre rubbers in asphalt concrete pavements.
  • Arulrajah, A., et al., 2015. Modulus of rupture evaluation of cement stabilized recycled glass/recycled concrete aggregate blends. Construction and Building Materials, 84, 146–155. doi: 10.1016/j.conbuildmat.2015.03.048
  • ASCE, 2013. Permeable pavements, recommended design guidelines. Reston, VA: American Society of Civil Engineers. 20191.
  • ASTM D2166, 2016. Standard test method for unconfined compressive strength of cohesive soil. West Conshohocken, PA: ASTM International.
  • ASTM D4253, 2016. Standard test methods for maximum index density and unit weight of soils using a vibratory table. West Conshohocken, PA: ASTM International.
  • ASTM D4254, 2016. Standard test methods for minimum index density and unit weight of soils and calculation of relative density. West Conshohocken, PA: ASTM International.
  • Australia, S., 2001. Methods of testing soils for engineering purposes soil strength and consolidation tests – determination of permeability of a soil – falling head method for a remoulded specimen. AS 1289.6.7.2-2001.
  • Butler, H. and Hoy, H.E., 1976. The Texas quick-load method for foundation load testing, user’s manual. NASA STI/Recon Technical Report N, 77.
  • Cetin, A., 2013. Effects of crumb rubber size and concentration on performance of porous asphalt mixtures. International Journal of Polymer Science, 2013, 1–10. doi: 10.1155/2013/789612
  • Cho, G., Dodds, J., and Santamarina, J., 2004. Particle shape effects on packing density. Stiffness and Strength of Natural and Crushed Sands-Internal Report, Georgia Institute of Technology, 33pp.
  • Choummanivong, L., Yeo, R., and Lourensz, S., 2006. Laboratory assessment of cemented materials. Sydney: Austroads Incorporated.
  • Collins, K., Jensen, A., and Albert, S., 1995. A review of waste tyre utilisation in the marine environment. Chemistry and Ecology, 10 (3-4), 205–216. doi: 10.1080/02757549508037679
  • Cui, L., and Bhattacharya, S., 2017. Choice of aggregates for permeable pavements based on laboratory tests and DEM simulations. International Journal of Pavement Engineering, 18 (2), 160–168. doi: 10.1080/10298436.2015.1053480
  • Eban, B., et al., 2013. Permeable pavements – recommended design guidelines. Virginia: American Society of Civil Engineers.
  • Fuller, F.M. and Hoy, H.E., 1970. Pile load tests including quick-load test method, conventional methods, and interpretations. Highway Research Record, 333, 74–86.
  • Garga, V.K. and O’shaughnessy, V., 2000. Tire-reinforced earthfill. Part 1: construction of a test fill, performance, and retaining wall design. Canadian Geotechnical Journal, 37 (1), 75–96. doi: 10.1139/t99-084
  • Kersten, M., 1961. Soil stabilization with Portland cement. Washington, DC: National Academy of Sciences National Research Council.
  • Kim, H.-K. and Santamarina, J., 2008. Sand-rubber mixtures (large rubber chips). Canadian Geotechnical Journal, 45 (10), 1457–1466. doi: 10.1139/T08-070
  • Langroudi, M.F., Soroush, A., and Shourijeh, P.T., 2015. A comparison of micromechanical assessments with internal stability/instability criteria for soils. Powder Technology, 276, 66–79. doi: 10.1016/j.powtec.2015.02.014
  • Ma, J. and Hipel, K.W., 2016. Exploring social dimensions of municipal solid waste management around the globe – a systematic literature review. Waste Management, 56, 3–12. doi: 10.1016/j.wasman.2016.06.041
  • Mandal, T., 2012. Fatigue behavior and modulus growth of cementitiously stabilized pavement layers. Madison, WI: University of Wisconsin-Madison.
  • Mehdizadeh, A., et al., 2015. Discussion of “development of an internal camera-based volume determination system for triaxial testing” by se Salazar, a. Barnes and Ra Coffman. The technical note was published in geotechnical testing journal, vol. 38, no. 4, 2015. Geotechnical Testing Journal, 39 (1), 165–168.
  • Mohammadinia, A., et al., 2018. Mechanical behaviour and load bearing mechanism of high porosity permeable pavements utilizing recycled tire aggregates. Construction and Building Materials, 168, 794–804. doi: 10.1016/j.conbuildmat.2018.02.179
  • Mountjoy, E., Hasthanayake, D., and Freeman, T., 2015. Stocks & fate of end-of-life tyres. 2013-14 study.
  • Nnadi, E., et al., 2014. An evaluation of enhanced geotextile layer in permeable pavement to improve stormwater infiltration and attenuation. International Journal of Pavement Engineering, 15 (10), 925–932. doi: 10.1080/10298436.2014.893325
  • Scholz, M. and Grabowiecki, P., 2007. Review of permeable pavement systems. Building and Environment, 42 (11), 3830–3836. doi: 10.1016/j.buildenv.2006.11.016
  • Shackel, B., et al. 2008. Design of permeable pavements for Australian conditionsed. ARRB Conference, 23rd, 2008, Adelaide, South Australia, Australia.
  • South African National Road Agency, 1990. Cemenitious stabilizers in road construction. Pretoria: TRH13.
  • Standards Australia, 2014. Standards Australia as 1012.11 – methods of testing concrete determination of the modulus of rupture.
  • Weiss, P.T., et al., 2017. Permeable pavement in northern North American urban areas: research review and knowledge gaps. International Journal of Pavement Engineering, 44, 1–20.
  • Woods-Ballard, B., et al., 2007. The suds manual, no c697. London: Construction Industry and Research Association (CIRIA).
  • Yeo, R. and Midgley, L., 2008. The development and evaluation of protocols for the laboratory characterisation of cemented materials. Sydney: Austroads, AP-T101/08.
  • Zhang, J., et al., 2017. Approximate simulation of storm water runoff over pervious pavement. International Journal of Pavement Engineering, 18 (3), 247–259. doi: 10.1080/10298436.2015.1065993

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