Page 106 - New Trends in Eco efficient and Recycled Concrete
P. 106

80                                New Trends in Eco-efficient and Recycled Concrete

         References


         Akcaozoglu, S., Ulu, C., 2014. Recycling of waste PET granules as aggregate in alkali acti-
             vated blast furnace slag/metakaolin blends. Constr. Build. Mater. 58, 31 37.
         Akcaozoglu, S., Atis, C.D., Akc¸ao ¨zoglu, K., 2010. An investigation on the use of shredded
             waste PET bottles as aggregate in lightweight concrete. Waste Manage. 30, 285 290.
         Albano, C., Camacho, N., Hernandez, M., Matheus, A., Gutierrez, A., 2009. Influence of
             content and particle size of waste PET bottles on concrete behavior at different w/c
             ratios. Waste Manage. 29 (10), 2707 2716.
         Ali, M.R., Maslehuddin, M., Shameem, M., Barry, M.S., 2018. Thermal-resistant lightweight
             concrete with polyethylene beads as coarse aggregates. Constr. Build. Mater. 164, 739 749.
         Babu, D.S., Babu, K.G., Wee, T., 2005. Properties of lightweight expanded polystyrene
             aggregate concretes containing fly ash. Cem. Concr. Res. 35, 1218 1223.
         Babu, D.S., Babu, K.G., Tiong-Huan, W., 2006. Effect of polystyrene aggregate size on
             strength and moisture migration characteristics of lightweight concrete. Cem. Concr.
             Compos. 28, 520 527.
         Babu, K.G., Babu, D.S., 2003. Behaviour of lightweight expanded polystyrene concrete con-
             taining silica fume. Cem. Concr. Res. 33, 755 762.
         Bagherzadeh, R., Sadeghi, A.H., Latifi, M., 2011. Utilizing polypropylene fibers to improve
             physical and mechanical properties of concrete. Text. Res. J. 82 (1), 88 96.
         Batayneh, M., Marie, I., Asi, I., 2007. Use of selected waste materials in concrete mixes.
             Waste Manage. 27, 1870 1876.
         Bhogayata, A.C., Arora, N.K., 2018. Impact strength, permeability and chemical resistance
             of concrete reinforced with metalized plastic waste fibers. Constr. Build. Mater. 161,
             254 266.
         Buratti, N., Mazzotti, C., Savoia, M., 2010. Long-term behavior of fiber-reinforced self-com-
             pacting concrete beamsIn: Design, Production and Placement of Self-Consolidating
             Concrete, RILEM Bookseries 1, 439 450.
         Chaudhary, M., Srivastava, V., Agarwal, V., 2014. Effect of waste low density polyethylene
             on mechanical properties of concrete. J, Acad. Ind. Res. 3, 123 126.
         Chen, B., Liu, J., 2004. Properties of lightweight expanded polystyrene concrete reinforced
             with steel fiber. Cem. Concr. Res. 34, 1259 1263.
         Choi, S.Y., Park, J.S., Jung, W.T., 2011. A study on the shrinkage control of fiber reinforced
             concrete pavement. Procedia Eng. 14, 2815 2822.
         Choi, Y.W., Moon, D.J., Chung, J.S., Cho, S.K., 2005. Effects of waste PET bottles aggre-
             gate on the properties of concrete. Cem. Concr. Res. 35 (4), 776 781.
         Choi, Y.W., Moon, D.J., Kim, Y.J., Lachemi, M., 2009. Characteristics of mortar and con-
             crete containing fine aggregate manufactured from recycled waste polyethylene tere-
             phthalate bottles. Constr. Build. Mater. 23 (8), 2829 2835.
         Correia, J.R., Lima, J.S., de Brito, J., 2014. Post-fire mechanical performance of concrete
             made with selected plastic waste aggregates. Cem. Concr. Compos. 53, 187 199.
         de Oliveira, L.A.P., Castro-Gomes, J.P., 2011. Physical and mechanical behaviour of
             recycled PET fibre reinforced mortar. Constr. Build. Mater. 25, 1712 1717.
         Elzafraney, M., Soroushian, P., Deru, M., 2005. Development of energy-efficient concrete
             buildings using recycled plastic aggregates. J. Archit. Eng. 11, 122 130.
         Ferrandiz-Mas, V., Bond, T., Garcı ´a-Alcocel, E., Cheeseman, C., 2014. Lightweight mortars
             containing expanded polystyrene and paper sludge ash. Constr. Build. Mater. 61,
             285 292.
   101   102   103   104   105   106   107   108   109   110   111