Concretes with recycled aggregates of construction and demolition waste and mineral additions: a bibliographic analysis

Gomes, Camila Lacerda; Poggiali, Flávia Spitale Jacques; Azevedo, Rogério Cabral de

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Artigos • Matéria (Rio J.) 24 (2) • 2019 • https://doi.org/10.1590/S1517-707620190002.0673 copy

Concretes with recycled aggregates of construction and demolition waste and mineral additions: a bibliographic analysis

Authorship SCIMAGO INSTITUTIONS RANKINGS

ABSTRACT

The environmental impact caused by the production of concrete must be reduced to make it a more sustainable material. The use of recycled aggregates in place of natural aggregates and mineral admixture in partial replacement to cement are alternatives that can make concrete a material with lower load of pollutants associated with your production. Using the methodology of ProKnow-C (Knowledge Development Process – Construtivist), was performed a selection and analysis of articles to assess the scene of recent research on concrete with recycled aggregate from construction waste and demolition (CDW) combined with different kinds of mineral admixture. Through the ProKnow-C methodology was obtained a bibliographic portfolio composed of eleven papers. The portfolio items were analyzed to assess which mineral additions and ratio that were used and your efficiency to improve mechanical performance and durability of the recycled aggregate concrete in total or partial replacement to the natural aggregate, both fine and coarse. Research has shown that recycled aggregates of CDW can be used at higher replacement ratio for natural aggregates when combined with the use of some kind of mineral admixture. Among the additions used in research evaluated are silica fume, fly ash and granulated blast furnace slag and each type of admixture used presents an ideal ratio to be used in partial replacement for the cement.

Keywords
Mineral admixture; recycled aggregate; construction and demolition waste; ProKnow-C

GRUPO 1	GRUPO 2	GRUPO 3
RECYCLED AGGREGATE	MINERAL ADMIXTURE RICE HUSK ASH	STRENGTH DURABILITY CONCRETE

REFERÊNCIA	AUTORES	TÍTULO	ANO
[¹1 BERNDT, M. L. “Properties of sustainable concrete containing fly ash, slag and recycled concrete aggregate”, Construction and Building Materials, v. 23, n. 7, pp. 2606-2613, Jul. 2009.]	BERNDT, M. L.	Properties of sustainable concrete containing fly ash, slag and recycled concrete aggregate	2009
[¹⁷17 CORINALDESI, V., MORICONI, G. “Influence of mineral additions on the performance of 100% recycled aggregate concrete”, Construction and Building Materials, v. 23, n. 8, pp. 2869-2876, 2009.]	CORINALDESI, V.; MORICONI, G.	Influence of mineral additions on the performance of 100% recycled aggregate concrete	2009
[⁵5 GONZÁLEZ-FONTEBOA, B., MARTÍNEZ-ABELLA, F. “Concretes with aggregates from demolition waste and silica fume. Materials and mechanical properties”, Building and Environment, v.43, n. 4, pp. 429-437, Apr. 2008.]	GONZÁLEZ-F ONTEBOA, B.; MAR-TÍNEZ-ABELLA, F.	Concretes with aggregates from demolition waste and silica fume. Materials and mechanical properties	2008
[⁷7 KAPOOR, K., SINGH, S. P. P., SINGH, B. “Durability of self-compacting concrete made with Recycled Concrete Aggregates and mineral admixtures”, Construction and Building Materials, v. 128, pp. 67-76, Dec. 2016.]	KAPOOR, K.; SINGH, S. P. P.; SINGH, B.	Durability of self-compacting concrete made with Recycled Concrete Aggregates and mineral admixtures	2016
[³3 KOU, S. C., POON, C. S., AGRELA, F. “Comparisons of natural and recycled aggregate concretes prepared with the addition of different mineral admixtures”, Cement and Concrete Composites, v. 33, n. 8, pp. 788-795, Sep. 2011.]	KOU, S. C.; POON, C. S.; AGRELA, F.	Comparisons of natural and recycled aggregate concretes prepared with the addition of different mineral admixtures	2011
[¹⁸18 KOU, S. C., POON, C. S. “Enhancing the durability properties of concrete prepared with coarse recycled aggregate”, Construction and Building Materials, v. 35, pp. 69-76, 2012.]	KOU, S. C.; POON, C. S.	Enhancing the durability properties of concrete prepared with coarse recycled aggregate	2012
[²2 LIMBACHIYA, M., MEDDAH, M. S., OUCHAGOUR, Y. “Use of recycled concrete aggregate in fly-ash concrete”, Construction and Building Materials, v. 27, n. 1, pp. 439-449, Feb. 2012.]	LIMBACHIYA, M.; MEDDAH, M. S.; OUCHAGOUR, Y.	Use of recycled concrete aggregate in fly-ash concrete	2012
[¹⁹19 SOMNA, R., JATURAPITAKKUL, C., AMDE, A. M. “Effect of ground fly ash and ground bagasse ash on the durability of recycled aggregate concrete”, Cement and Concrete Composites, v.34, n. 7, pp. 848-854, 2012.]	SOMNA, R.; JATURAPITAKKUL, C.; AMDE, A. M.	Effect ofground fly ash and ground bagasse ash on the durability of recycled aggregate concrete	2012
[⁶6 SOMNA, R., JATURAPITAKKUL, C., CHALEE, W., et al., “Effect of the Water to Binder Ratio and Ground Fly Ash on Properties of Recycled Aggregate Concrete", Journal of Materials in Civil Engineering, v. 24, n. 1, pp. 16-22, Jan. 2012.]	SOMNA, R.; JATURAPITAKKUL, C.; CHALEE, W.; RATTANACHU, P.	Effect of the Water to Binder Ratio and Ground Fly Ash on Properties of Recycled Aggregate Concrete	2012
[⁸8 TANGCHIRAPAT, W., BURANASING, R., JATURAPITAKKUL, C., et al., “Influence of rice husk-bark ash on mechanical properties of concrete containing high amount of recycled aggregates”, Construction and Building Materials, v. 22, n. 8, pp. 1812-1819, Aug. 2008.]	TANGCHIRAPAT, W.; BURA-NASING, R.; JATURAPITAKKUL, C.; CHINDAPRASIRT, P.	Influence of rice husk-bark ash on mechanical properties of concrete containing high amount of recycled aggregates	2008
[⁴4 TANGCHIRAPAT, W., RATTANASHOTINUNT, C., BURANASING, R., et al., “Influence of Fly Ash on Slump Loss and Strength of Concrete Fully Incorporating Recycled Concrete Aggregates”, Journal of Materials in Civil Engineering, v. 25, n. 2, pp. 243-251, Feb. 2013.]	TANGCHIRAPAT, W.; RAT-TANASHOTINUNT, C.; BURA-NASING, R.; JATURAPITAKKUL, C.	Influence of Fly Ash on Slump Loss and Strength of Concrete Fully Incorporating Recycled Concrete Aggregates	2013

AUTOR	PERCENTUAL DE ARG	PERCENTUAL DE ARF	TIPO DE ADIÇÃO MINERAL	PERCENTUAL DE ADIÇÃO MINERAL
GONZÁLEZ-FONTEBOA E MARTÍNEZ-ABELLA [⁵5 GONZÁLEZ-FONTEBOA, B., MARTÍNEZ-ABELLA, F. “Concretes with aggregates from demolition waste and silica fume. Materials and mechanical properties”, Building and Environment, v.43, n. 4, pp. 429-437, Apr. 2008.]	50%	-	SA	8%
TANGCHIRAPAT et al. [⁸8 TANGCHIRAPAT, W., BURANASING, R., JATURAPITAKKUL, C., et al., “Influence of rice husk-bark ash on mechanical properties of concrete containing high amount of recycled aggregates”, Construction and Building Materials, v. 22, n. 8, pp. 1812-1819, Aug. 2008.]	100%	0, 50 e 100%	CCA/CE	20, 35 e 50%
BERNDT [¹1 BERNDT, M. L. “Properties of sustainable concrete containing fly ash, slag and recycled concrete aggregate”, Construction and Building Materials, v. 23, n. 7, pp. 2606-2613, Jul. 2009.]	100%	-	EGAF	50 e 70%
CORINALDESI E MORICONI [¹⁷17 CORINALDESI, V., MORICONI, G. “Influence of mineral additions on the performance of 100% recycled aggregate concrete”, Construction and Building Materials, v. 23, n. 8, pp. 2869-2876, 2009.]	100%	100%	CV	30%
	100%	100%	SA	15%
KOU et al [³3 KOU, S. C., POON, C. S., AGRELA, F. “Comparisons of natural and recycled aggregate concretes prepared with the addition of different mineral admixtures”, Cement and Concrete Composites, v. 33, n. 8, pp. 788-795, Sep. 2011.]	50 e 100%	-	SA	10%
			MC	15%
			CV	35%
			EGAF	55%
LIMBACHIYA et al. [²2 LIMBACHIYA, M., MEDDAH, M. S., OUCHAGOUR, Y. “Use of recycled concrete aggregate in fly-ash concrete”, Construction and Building Materials, v. 27, n. 1, pp. 439-449, Feb. 2012.]	30, 50 e 100%	-	CV	30%
SOMNA et al. [¹⁹19 SOMNA, R., JATURAPITAKKUL, C., AMDE, A. M. “Effect of ground fly ash and ground bagasse ash on the durability of recycled aggregate concrete”, Cement and Concrete Composites, v.34, n. 7, pp. 848-854, 2012.]	100%	-	CV	20, 35 e 50%
	100%	-	CBC	20, 35 e 50%
KOU e POON [¹⁸18 KOU, S. C., POON, C. S. “Enhancing the durability properties of concrete prepared with coarse recycled aggregate”, Construction and Building Materials, v. 35, pp. 69-76, 2012.]	20, 50 e 100%	-	CV	25%
SOMNA et al. [⁶6 SOMNA, R., JATURAPITAKKUL, C., CHALEE, W., et al., “Effect of the Water to Binder Ratio and Ground Fly Ash on Properties of Recycled Aggregate Concrete", Journal of Materials in Civil Engineering, v. 24, n. 1, pp. 16-22, Jan. 2012.]	100%	-	CV	20, 35 e 50%
TANGCHIRAPAT et al. [⁴4 TANGCHIRAPAT, W., RATTANASHOTINUNT, C., BURANASING, R., et al., “Influence of Fly Ash on Slump Loss and Strength of Concrete Fully Incorporating Recycled Concrete Aggregates”, Journal of Materials in Civil Engineering, v. 25, n. 2, pp. 243-251, Feb. 2013.]	100%	0 e 100%	CV	20, 35 e 50%
KAPOOR et al. [⁷7 KAPOOR, K., SINGH, S. P. P., SINGH, B. “Durability of self-compacting concrete made with Recycled Concrete Aggregates and mineral admixtures”, Construction and Building Materials, v. 128, pp. 67-76, Dec. 2016.]	50 e 100%	-	CV	10, 20 e 30%
			SA
			MC
ARG - Agregado reciclado graúdo; ARF - Agregado reciclado fino; SA - Sílica ativa; CCA/CE - Cinza de casca de arroz e casca de eucalipto; EGAF - Escória granulada de alto forno; CV - Cinza volante; MC - Metacau-lim; CBC - Cinza de bagaço de cana.

AUTOR	PROPORÇÃO DE MISTURA	RESISTÊNCIA À COMPRESSÃO	MÓDULO DE ELASTICIDADE	RESISTÊNCIA À TRAÇÃO
GONZÁLEZ-FONTEBOA E MARTÍNEZ-ABELLA [⁵5 GONZÁLEZ-FONTEBOA, B., MARTÍNEZ-ABELLA, F. “Concretes with aggregates from demolition waste and silica fume. Materials and mechanical properties”, Building and Environment, v.43, n. 4, pp. 429-437, Apr. 2008.]	50%ARG+8%SA	+8,29%	-15,19	+6,78%
TANGCHIRAPAT et al. [⁸8 TANGCHIRAPAT, W., BURANASING, R., JATURAPITAKKUL, C., et al., “Influence of rice husk-bark ash on mechanical properties of concrete containing high amount of recycled aggregates”, Construction and Building Materials, v. 22, n. 8, pp. 1812-1819, Aug. 2008.]	100%ARG+20%CCA/CE	+7,44%	-4,58	-7,32%
BERNDT [¹1 BERNDT, M. L. “Properties of sustainable concrete containing fly ash, slag and recycled concrete aggregate”, Construction and Building Materials, v. 23, n. 7, pp. 2606-2613, Jul. 2009.]	100%ARG +50%EGAF	+15,30	+0,42%	+17,03%
CORINALDESI E MORICONI [¹⁷17 CORINALDESI, V., MORICONI, G. “Influence of mineral additions on the performance of 100% recycled aggregate concrete”, Construction and Building Materials, v. 23, n. 8, pp. 2869-2876, 2009.]	100%ARG+100%ARF +30%CV	+0,59%	-31,72%	-10,13
KOU et al. [³3 KOU, S. C., POON, C. S., AGRELA, F. “Comparisons of natural and recycled aggregate concretes prepared with the addition of different mineral admixtures”, Cement and Concrete Composites, v. 33, n. 8, pp. 788-795, Sep. 2011.]	50%ARG+15%MC	-0,70%	NA	-6,65%
LIMBACHIYA et al. [²2 LIMBACHIYA, M., MEDDAH, M. S., OUCHAGOUR, Y. “Use of recycled concrete aggregate in fly-ash concrete”, Construction and Building Materials, v. 27, n. 1, pp. 439-449, Feb. 2012.]	100%ARG+30%CV	+18,85%	-36,36%	NA
SOMNA et al. [¹⁹19 SOMNA, R., JATURAPITAKKUL, C., AMDE, A. M. “Effect of ground fly ash and ground bagasse ash on the durability of recycled aggregate concrete”, Cement and Concrete Composites, v.34, n. 7, pp. 848-854, 2012.]	100%ARG+20%CV	-16,67%	NA	NA
KOU e POON [¹⁸18 KOU, S. C., POON, C. S. “Enhancing the durability properties of concrete prepared with coarse recycled aggregate”, Construction and Building Materials, v. 35, pp. 69-76, 2012.]	50%ARG+25%CV	-14,20%	NA	NA
SOMNA et al. [⁶6 SOMNA, R., JATURAPITAKKUL, C., CHALEE, W., et al., “Effect of the Water to Binder Ratio and Ground Fly Ash on Properties of Recycled Aggregate Concrete", Journal of Materials in Civil Engineering, v. 24, n. 1, pp. 16-22, Jan. 2012.]	100%ARG+20CV	-3,83%	-16,00%	NA
TANGCHIRAPAT et al. [⁴4 TANGCHIRAPAT, W., RATTANASHOTINUNT, C., BURANASING, R., et al., “Influence of Fly Ash on Slump Loss and Strength of Concrete Fully Incorporating Recycled Concrete Aggregates”, Journal of Materials in Civil Engineering, v. 25, n. 2, pp. 243-251, Feb. 2013.]	100%ARG+35%CV	+6,17%	-7,16%	-8,74%
KAPOOR et al. [⁷7 KAPOOR, K., SINGH, S. P. P., SINGH, B. “Durability of self-compacting concrete made with Recycled Concrete Aggregates and mineral admixtures”, Construction and Building Materials, v. 128, pp. 67-76, Dec. 2016.]	50%ARG+30CV	-4,45%	NA	NA
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