Page 370 - New Trends in Eco efficient and Recycled Concrete
P. 370

Equivalent functional unit in recycled aggregate concrete         325


           Gome ´z-Sobero ´n, J.M., 2002a. Creep of concrete with substitution of normal aggregate by
               recycled concrete aggregate. In: SP-209: ACI Fifth International Conference on
               Innovation in Design with Emphasis on Seismic, Wind and Environmental Loading,
               Quality Control, and Innovation in Materials/Hot Weather Concreting, pp. 441 464.
           Go ´mez-Sobero ´n, J.M., 2002b. Porosity of recycled concrete with substitution of recycled
               concrete aggregate: an experimental study. Cem. Concr. Res 32 (8), 1301 1311.
           Gome ´z-Sobero ´n, J.M.V., 2011. Relationship between gas adsorption and the shrinkage and
               creep of recycled aggregate concrete. Cem. Concr. Aggregates 25 (2), 42 48.
           Go ´mez-Sobero ´n, J.M., Agullo ´,L., Va ´zquez, E., 2001. Repercussions on concrete permeability
               due to recycled concrete aggregate. In: Third CANMET/ACI International Symposium on
               Sustainable Development of Cement and Concrete, pp. 181 195.
           Gonza ´lez-Fonteboa, B., et al., 2011. Stress strain relationship in axial compression for con-
               crete using recycled saturated coarse aggregate. Constr. Build. Mater. 25 (5),
               2335 2342.
           Gupta, A., Mandal, S., Ghosh, S., 2011. Direct compressive strength and elastic modulus of
               recycled aggregate concrete. Int. J. Civil Struct. Eng. 2 (1), 292 304.
           Hasaba, S., et al., 1981. Drying shrinkage and durability of concrete made of recycled con-
               crete aggregates. Transl. Jpn. Concr. Inst. 3, 55 60.
           Hendriks, C., Janssen, G., 2003. Use of recycled materials in constructions. Mater. Struct. J.
               36, 604 608.
           IEA, 2010. Energy Technology Perspectives 2010. OECD/International Energy Agency,
               Paris, France.
           ISO, 2006a. ISO 14040: 2006 (E)   Environmental Management   Life Cycle Assessment
               Principles and Framework. International Organization for Standardization, Geneva,
               Switzerland.
           ISO, 2006b. ISO 14044: 2006 (E)   Environmental Management   Life Cycle Assessment
               Requirements and Guidelines. International Organization for Standardization, Geneva,
               Switzerland.
           de Juan, M.S., Gutie ´rrez, P.A., 2009. Study on the influence of attached mortar content on
               the properties of recycled concrete aggregate. Constr. Build. Mater. 23 (2), 872 877.
           Kibert, C.J., 2002. Construction Ecology. Spon Press, London, United Kingdom.
           Knoeri, C., Sanye ´-Mengual, E., Althaus, H., 2013. Comparative LCA of recycled and con-
               ventional concrete for structural applications. Int. J. Life Cycle Assessment 18 (5),
               909 918.
           Kou, S.C., Poon, C.S., 2009. Properties of self-compacting concrete prepared with coarse and
               fine recycled concrete aggregates. Cem. Concr. Compos. 31 (9), 622 627.
           Kou, S.C., Poon, C.S., Chan, D., 2007. Influence of fly ash as cement replacement on the
               properties of recycled aggregate concrete. J. Mater. Civ. Eng. 19 (9), 709 717.
           Kurad, R., Silvestre, J.D., de Brito, J., Ahmed, H., 2017. Effect of incorporation of high vol-
               ume of recycled concrete aggregates and fly ash on the strength and global warming
               potential of concrete. J. Clean. Prod. 162, 485 502.
           Lee, G.C., Choi, H.B., 2013. Study on interfacial transition zone properties of recycled aggre-
               gate by micro-hardness test. Constr. Build. Mater. 40, 455 460.
           Li, X., 2008. Recycling and reuse of waste concrete in China. Resour. Conserv. Recycl. 53
               (1 2), 36 44.
           Ma ´lia, M., et al., 2013. Construction and demolition waste indicators. Waste Manage. Res.
               31 (3), 241 255.
   365   366   367   368   369   370   371   372   373   374   375