Page 371 - New Trends in Eco efficient and Recycled Concrete
P. 371

326                               New Trends in Eco-efficient and Recycled Concrete


         Marinkovi´ c, S., Radonjanin, V., Malesev, M., Ignjatovic, I., 2010. Comparative environmen-
             tal assessment of natural and recycled aggregate concrete. Waste Manage. 30 (11),
             2255 2264.
         Matias, D., et al., 2013. Mechanical properties of concrete produced with recycled coarse
             aggregates   influence of the use of superplasticizers. Constr. Build. Mater. 44, 101 109.
         McNeil, K., Kang, T.H.-K., 2013. Recycled concrete aggregates: a review. Int. J. Concr.
             Struct. Mater. 7 (1), 61 69.
         Opricovic, S., 1998. Multicriteria Optimization of Civil Engineering Systems. Serbia. PhD
             Thesis in Civil Engineering, 302 p.
         Ortiz, O., Castellsa, F., Sonnemann, G., 2009. Sustainability in the construction industry: a
             review of recent developments based on LCA. Constr. Build. Mater. 23 (1), 28 39.
         Ozik, D., 2006. Introduction to Life Cycle Assessment. Massachusetts Institute of
             Technology, USA.
         Pedro, D., de Brito, J., Evangelista, L., 2014. Influence of the use of recycled concrete aggre-
             gates from different sources on structural concrete. Constr. Build. Mater. 71, 141 151.
         Pedro, D., de Brito, J., Evangelista, L., 2017. Structural concrete with simultaneous incorpo-
             ration of fine and coarse recycled concrete aggregates: mechanical, durability and long-
             term properties. Constr. Build. Mater. 154.
         Pereira, P., Evangelista, L., de Brito, J., 2012. The effect of superplasticisers on the workabil-
             ity and compressive strength of concrete made with fine recycled concrete aggregates.
             Constr. Build. Mater. 28 (1), 722 729.
         Poon, C., Shui, Z., Lam, L., 2004a. Effect of microstructure of ITZ on compressive strength
             of concrete prepared with recycled aggregates. Constr. Build. Mater. 18 (6), 461 468.
         Poon, C.S., et al., 2004b. Influence of moisture states of natural and recycled aggregates on
             the slump and compressive strength of concrete. Cem. Concr. Res 34 (1), 31 36.
         Poon, C.S., Kou, S.C., Lam, L., 2006. Influence of recycled aggregate on slump and bleeding
             of fresh concrete. Mater. Struct. 40 (9), 981 988.
         Quiroga, P.N., Fowler, D.W., 2004. Research Report ICAR   104-1F. The Effects of
             Aggregates Characteristics on the Performance of Portland Cement Concrete. Austin.
         Rahal, K., 2007. Mechanical properties of concrete with recycled coarse aggregate. Build.
             Environ. 42 (1), 407 415.
         Rao, A., Jha, K.N., Misra, S., 2007. Use of aggregates from recycled construction and demo-
             lition waste in concrete. Resour. Conserv. Recycl. 50 (1), 71 81.
         Rodrigues, F., et al., 2013. Physical chemical and mineralogical characterization of fine
             aggregates from construction and demolition waste recycling plants. J. Clean. Prod. 52,
             438 445.
         Samuelson, J.P., 2009. Industrial Waste Environmental Impact, Disposal and Treatment.
             Nova Science Publishers, USA.
         De Schepper, M., Heede, P., Driessche, I., de Belie, N., 2014. ‘Life cycle assessment of
             completely recyclable concrete. Materials. 7, 6010 6027.
         Silva, R.V., de Brito, J., Dhir, R.K., 2014. Properties and composition of recycled aggregates
             from construction and demolition waste suitable for concrete production. Constr. Build.
             Mater. 65, 201 217.
         Silva, R.V., de Brito, J., Dhir, R.K., 2015a. Tensile strength behaviour of recycled aggregate
             concrete. Constr. Build. Mater. 83, 108 118.
         Silva, R.V., de Brito, J., Dhir, R.K., 2015b. The influence of the use of recycled aggregates
             on the compressive strength of concrete: a review. Eur. J. Environ. Civil Eng. 19 (7),
             825 849.
   366   367   368   369   370   371   372   373   374   375   376