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349 Arulrajah, A., Piratheepan, J., Disfani, M. M., and Bo, M. W. (2013 b). "Geotechnical and 350 Geoenvironmental Properties of Recycled Construction and Demolition Materials in Pavement 351 Subbase Applications." Journal of Materials in Civil Engineering, 25(8), 1077-1088. 352 ASTM-D1557 (2012). "Standard Test Methods for Laboratory Compaction Characteristics of 353 Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3))." ASTM International, West 354 Conshohocken, PA. 355 ASTM-D1883 (2014). "Standard Test Method for CBR (California Bearing Ratio) of 356 Laboratory-Compacted Soils." West Conshohocken, PA: ASTM International. 357 Azam, A. M., Cameron, D. A., and Rahman, M. M. (2013). "Model for Prediction of Resilient 358 Modulus Incorporating Matric Suction for Recycled Unbound Granular Materials." Can 359 Geotech J, 50(11), 1143-1158. 360 Bajracharya, R. M., Manalo, A. C., Karunasena, W., and Lau, K.-t. (2016). "Characterisation 361 of recycled mixed plastic solid wastes: Coupon and full-scale investigation." Waste 362 Management, 48, 72-80. 363 Barksdale, R. D., and Itani, S. Y. (1989). "Influence of Aggregate Shape on Base Behavior." 364 Transp Res Record(1227), 173-182. 365 Benson, C. H., and Khire, M. V. (1994). "Reinforcing sand with strips of reclaimed high- 366 density polyethylene." Journal of Geotechnical Engineering, 120(5), 838-855. 367 Cheung, L. W., and Dawson, A. (2002). "Effects of particle and mix characteristics on 368 performance of some granular materials." Transportation Research Record: Journal of the 369 Transportation Research Board(1787), 90-98. 15PDF Image | Stiffness Properties of Recycled Concrete Aggregate with Polyethylene Plastic Granules
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