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329 References 330 AASHTO-T307-99 (2007). "Standard Method of Test for Determining the Resilient Modulus 331 of Soils and Aggregate Materials." American Association of State Highway and Transportation 332 Officials, Washington, DC. 333 AASHTO (1993). AASHTO Guide for Design of Pavement Structures, 1993, American 334 Association of State Highway 335 Transportation Officials. 336 AASHTO (2002). "Guide for Design of New and Rehabilitated Pavement Structures." National 337 Cooperative Highway Research Program, American Association of State Highway and 338 Transportation Officials, Washington, D.C. 339 Arulrajah, A., Disfani, M. M., Horpibulsuk, S., Suksiripattanapong, C., and Prongmanee, N. 340 (2014). "Physical Properties and Shear Strength Responses of Recycled Construction and 341 Demolition Materials in Unbound Pavement Base/Subbase Applications." Construction and 342 Building Materials, 58, 245-257. 343 Arulrajah, A., Piratheepan, J., and Disfani, M. M. (2014). "Reclaimed asphalt pavement and 344 recycled concrete aggregate blends in pavement subbases: Laboratory and field evaluation." 345 Journal of Materials in Civil Engineering, 26(2), 349-357. 346 Arulrajah, A., Piratheepan, J., Disfani, M. M., and Bo, M. W. (2013 a). "Resilient Moduli 347 Response of Recycled Construction and Demolition Materials in Pavement Subbase 348 Applications." Journal of Materials in Civil Engineering, 25(12), 1920-1928. 14PDF Image | Stiffness Properties of Recycled Concrete Aggregate with Polyethylene Plastic Granules
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