Performance Evaluation of Highway Embankment Constructed from Tire-Derived Aggregate Using Falling Weight Deflectometer Tests

Alberta Recycling Management Authority (ARMA): Tire Recycling Program. [online], available at: http://www.albertarecycling.ca/ . Accessed on 10 June 2012

AASHTO.: AASHTO Guide for Design of Pavement Structures, Washington, D.C. (1993)

ASTM.: Standard Guide for Calculating In Situ Equivalent Elastic Moduli of Pavement Materials Using Layered Elastic Theory, ASTM D5858-96, West Conshohocken, PA (2008)

ASTM: Standard practice for use of scrap tires in civil engineering applications, ASTM D 6270–08, West Conshohocken, PA (2008)

Dickson, T.H., Dwyer, D.F., Humphrey, D.N.: Prototype tire-shred embankment construction. Transp. Res. Rec. 1755, 160–167 (2001)

Everseries © Users’ Guide.: Pavement Analysis Computer Software and Case Studies, Washington State Department of Transportation (2005)

Horak, E., Maina, J., Guiamba, D., Hartman, A.: Correlation study with the light weight deflectometer in South Africa. Proceedings of the 27Th South African transportation conference, Pretoria, South Africa, 304–312 (2008)

Horak, E., Emery, S.: Evaluation of airport pavements with FWD deflection bowl parameter benchmarking methodology. 2nd European airport pavement workshop, 13–14 May 2009, Amsterdam, Netherlands, (2009)

Humphrey, D.N., Whetten, N., Weaver, J., Recker, K.: Tire shreds as lightweight fill for construction on weak marine clay. Proceeding International Symposium on Coastal Geotechnical Engineering in Practice, Rotterdam, The Netherlands, 611–616 (2000)

Mehta, Y., Roque, R.: Evaluation of FWD data for determination of layer moduli of pavements. J. Mater. Civ. Eng. 15(1), 25–31 (2003)

Meles, D., Bayat, A., Shaffi, M.H., Nassiri, S., Gul, M.: Investigation of tire derived aggregate as a fill material for highway embankment. Int. J. Geotech. Eng. 8(2), 182–190 (2014)

Meles, D., Bayat, A., Chan, D.: One-dimensional compression model for tire derived aggregate using large-scale testing apparatus. Int. J. Geotech. Eng. 8(2), 197–204 (2014)

Mills, B., McGinn, J.: Design, construction, and performance of highway embankment failure repair with tire derived aggregate. Transp. Res. Rec. 1345, 90–99 (2010)

Mohanty, S., Chugh, Y.P.: Structural performance monitoring of an unstabilized fly ash-based road subbase. J. Transp. Eng. 132, 964–969 (2006)

Pavement Design Manual.: Alberta Transportation and Utilities, Edmonton, Alberta, Edition 1 (1997)

Rahim, A., George, K.P.: Falling weight deflectometer for estimating subgrade elastic moduli. J. Transp. Eng. 129(1), 100–107 (2003)

Stubstad, R.N., Irwin, L.H., Lukanen, E.O., Clevenson, M.L.: It’s 10 o’clock—do you know where your sensors are? Transp. Res. Rec. 1716, 10–19 (2000)

Tandon, V., Velazco, D.A., Nazarian, S., Picornell, M.: Performance monitoring of embankment containing tire chips: case study. J. Perform. Constr. Facil. 21(3), 207–214 (2007)

Tao, M., Zhang, Z., Wu, Z.: Simple procedure to assess performance and cost benefits of using recycled materials in pavement construction. J. Mater. Civ. Eng. 20(11), 718–725 (2008)

Wartman, J., Natale, M.F., Strenk, P.M.: Immediate and time-dependent compression of tire derived aggregate. J. Geotech. Geoenviron. 133(3), 245–256 (2007)

Washington State Department of Transportation. EVERCALC for Windows [online], available at: http://www.pavementinteractive.org/article/a-mechanistic-computer-program/ . Accessed on 10 June 2012

Xu, B., Ranjithan, R.S., Kim, R.Y.: New condition assessment procedure for asphalt pavement layers, using falling weight deflectometer deflections. Transp. Res. Rec. 1806, 57–69 (2002)

Yoon, S., Prezzi, M., Sidiki, N.Z., Kim, B.: Construction of test embankment using a sand-tire shred mixtures as fill material. J. Waste Manag. 26, 1033–1044 (2006)

Zhou, H., Rada, G.R., Elkins, G.E.: Investigation of back-calculated moduli using deflections obtained at various locations in a pavement structure. Transp. Res. Rec. 1570, 96–107 (1997)

Zornberg, J.G., Costa, Y.D., Volleweider, B.: Performance of prototype embankment built with tire shreds and nongranular soil. Transp. Res. Rec. 1874, 70–77 (2004)