Substitution of Natural Aggregates by Crushed Concrete Waste in Concrete Products Manufacturing
This paper is aimed to the use of different types of
industrial wastes in concrete production. From examined waste
(crushed concrete waste) our tested concrete samples with dimension
150 mm were prepared. In these samples, fractions 4/8 mm and 8/16
mm by recycled concrete aggregate with a range of variation from 0
to 100% were replaced. Experiment samples were tested for
compressive strength after 2, 7, 14 and 28 days of hardening.
From obtained results it is evident that all samples prepared with
washed recycled concrete aggregates met the requirement of standard
for compressive strength of 20 MPa already after 14 days of
hardening. Sample prepared with recycled concrete aggregates (4/8
mm: 100% and 8/16 mm: 60%) reached 101% of compressive
strength value (34.7 MPa) after 28 days of hardening in comparison
with the reference sample (34.4 MPa). The lowest strength after 28
days of hardening (27.42 MPa) was obtained for sample consisting of
recycled concrete in proportion of 40% for 4/8 fraction and 100% for
8/16 fraction of recycled concrete.
[1] M. Batayneh, I. Marie and I. Asi, “Use of selected waste materials in
concrete mixes,“ Waste management, vol. 27, pp. 1870-1876, 2007.
[2] M. Berry, D. Cross, and J. Stephens, “Changing the Environment: An
Alternative “Green” Concrete Produced without Portland cement,” in
World of Coal Ash Conf., Lexington, KY, USA, 2009, pp. 1-11.
[3] M. Glavind, and C. Munch-Petersen, “Green concrete in Denmark,”
Structural Concrete, vol. 1, no.1, pp. 1-6, 2000.
[4] A. Srivastava, Seminar report on Green Concrete. Kanpur: Harcout
Butler Technological Institute, 2011 (Online). Available:
http://www.scribd.com/doc/49302384/Seminar-Report-Green-Concrete.
[5] N. Junakova and M. Balintova, “The study of bottom sediment
characteristics as a material for beneficial reuse,” Chemical engineering,
vol. 39, pp. 637-642, 2014.
[6] M. Ondova and A. Estokova, “Analysis of the environmental impact of
concrete-framed family house using lca method,” Ciencia E Tecnica
Vitivinicola, vol. 29, no. 7, pp. 267-376, 2014.
[7] A. Sicakova and K. Urban, “Trends in types and technologies of
concretes for prefabrication,“ in Improving the efficiency of construction
through MMC technologies: Proceedings of scientific papers, TU:
Kosice, 2014, pp. 71-78.
[8] M. Ondova and A. Sicakova, “Review of current trends in ways of fly
ash application“, in SGEM 2014: Geoconference on Ecology,
Economics, Education and Legislation, Sofia: STEF92 Technology,
2014, pp. 603-610.
[9] N. Stevulova and J. Junak, “Alkali-activated binder based on coal fly
ash, “Chemicke listy, vol. 108, no. 6, pp. 620-623, 2014.
[10] J. Anderson, H. Meryman, and K. Porsche, “Sustainable Building
Materials in French Polynesia,“ International Journal for Service
Learning in Engineering, vol. 2, no. 2, pp. 102-130, 2007
[11] M. Blanco-Carrasco, F. Hornung, and N. Ortner. Qatar: Green Concrete
Technologies. Towards a Sustainable Concrete Industry in Qatar, 2010
(Online). Available: http://www.strabag.de/databases/internet/_public/
files.nsf/SearchView/61609E5C572EDF8DC12578870037C6F3/$File/g
reen-concrete.pdf.
[12] J. Junak and N. Stevulova, “Natural aggregate replacement by recycled
materials in concrete production,“ Visnik Nacionaľnogo universitetu
Ľvivska politechnika: teorija i praktika budivnictva, no. 756, pp. 63-68,
2013.
[13] V. Vaclavik, V. Dirner, T Dvorsky and J. Daxner, “Use of blast furnace
slag, “Metalurgija, vol. 51, no.4, pp. 461-464, 2012.
[14] P. Demeter, D Baricova and A. Pribulova, “Potential cupola slag
utilization in the production of concrete,“ Prace Instytutu Metalurgii
Zelaza, vol. 64, no.5, pp. 13-14, 2009.
[15] J. Junak and A. Sicakova, “Glass waste as an alternative to natural
aggregate,“ in International Multidisciplinary scientific Geoconference,
Sofia: STEF92 Technology, 2014, pp. 321-326.
[16] M. Malesev, V. Radonjanin and S. Marinkovic, “Recycled concrete as
aggregate for structural concrete production, “Sustainability, vol. 2, no.
5, pp. 1204-1225, 2010.
[17] M. Boltryk, D. Malaszkiewicz and E. Pawluczuk, “Basis technical
properties of recycled aggregate concrete,“ in Proceedings of the 9th
International Conference: Modern building materials, structures and
techniques, Vilnus, Lithuania, 2007.
[1] M. Batayneh, I. Marie and I. Asi, “Use of selected waste materials in
concrete mixes,“ Waste management, vol. 27, pp. 1870-1876, 2007.
[2] M. Berry, D. Cross, and J. Stephens, “Changing the Environment: An
Alternative “Green” Concrete Produced without Portland cement,” in
World of Coal Ash Conf., Lexington, KY, USA, 2009, pp. 1-11.
[3] M. Glavind, and C. Munch-Petersen, “Green concrete in Denmark,”
Structural Concrete, vol. 1, no.1, pp. 1-6, 2000.
[4] A. Srivastava, Seminar report on Green Concrete. Kanpur: Harcout
Butler Technological Institute, 2011 (Online). Available:
http://www.scribd.com/doc/49302384/Seminar-Report-Green-Concrete.
[5] N. Junakova and M. Balintova, “The study of bottom sediment
characteristics as a material for beneficial reuse,” Chemical engineering,
vol. 39, pp. 637-642, 2014.
[6] M. Ondova and A. Estokova, “Analysis of the environmental impact of
concrete-framed family house using lca method,” Ciencia E Tecnica
Vitivinicola, vol. 29, no. 7, pp. 267-376, 2014.
[7] A. Sicakova and K. Urban, “Trends in types and technologies of
concretes for prefabrication,“ in Improving the efficiency of construction
through MMC technologies: Proceedings of scientific papers, TU:
Kosice, 2014, pp. 71-78.
[8] M. Ondova and A. Sicakova, “Review of current trends in ways of fly
ash application“, in SGEM 2014: Geoconference on Ecology,
Economics, Education and Legislation, Sofia: STEF92 Technology,
2014, pp. 603-610.
[9] N. Stevulova and J. Junak, “Alkali-activated binder based on coal fly
ash, “Chemicke listy, vol. 108, no. 6, pp. 620-623, 2014.
[10] J. Anderson, H. Meryman, and K. Porsche, “Sustainable Building
Materials in French Polynesia,“ International Journal for Service
Learning in Engineering, vol. 2, no. 2, pp. 102-130, 2007
[11] M. Blanco-Carrasco, F. Hornung, and N. Ortner. Qatar: Green Concrete
Technologies. Towards a Sustainable Concrete Industry in Qatar, 2010
(Online). Available: http://www.strabag.de/databases/internet/_public/
files.nsf/SearchView/61609E5C572EDF8DC12578870037C6F3/$File/g
reen-concrete.pdf.
[12] J. Junak and N. Stevulova, “Natural aggregate replacement by recycled
materials in concrete production,“ Visnik Nacionaľnogo universitetu
Ľvivska politechnika: teorija i praktika budivnictva, no. 756, pp. 63-68,
2013.
[13] V. Vaclavik, V. Dirner, T Dvorsky and J. Daxner, “Use of blast furnace
slag, “Metalurgija, vol. 51, no.4, pp. 461-464, 2012.
[14] P. Demeter, D Baricova and A. Pribulova, “Potential cupola slag
utilization in the production of concrete,“ Prace Instytutu Metalurgii
Zelaza, vol. 64, no.5, pp. 13-14, 2009.
[15] J. Junak and A. Sicakova, “Glass waste as an alternative to natural
aggregate,“ in International Multidisciplinary scientific Geoconference,
Sofia: STEF92 Technology, 2014, pp. 321-326.
[16] M. Malesev, V. Radonjanin and S. Marinkovic, “Recycled concrete as
aggregate for structural concrete production, “Sustainability, vol. 2, no.
5, pp. 1204-1225, 2010.
[17] M. Boltryk, D. Malaszkiewicz and E. Pawluczuk, “Basis technical
properties of recycled aggregate concrete,“ in Proceedings of the 9th
International Conference: Modern building materials, structures and
techniques, Vilnus, Lithuania, 2007.
@article{"International Journal of Architectural, Civil and Construction Sciences:69980", author = "Jozef Junak and Nadezda Stevulova", title = "Substitution of Natural Aggregates by Crushed Concrete Waste in Concrete Products Manufacturing", abstract = "This paper is aimed to the use of different types of
industrial wastes in concrete production. From examined waste
(crushed concrete waste) our tested concrete samples with dimension
150 mm were prepared. In these samples, fractions 4/8 mm and 8/16
mm by recycled concrete aggregate with a range of variation from 0
to 100% were replaced. Experiment samples were tested for
compressive strength after 2, 7, 14 and 28 days of hardening.
From obtained results it is evident that all samples prepared with
washed recycled concrete aggregates met the requirement of standard
for compressive strength of 20 MPa already after 14 days of
hardening. Sample prepared with recycled concrete aggregates (4/8
mm: 100% and 8/16 mm: 60%) reached 101% of compressive
strength value (34.7 MPa) after 28 days of hardening in comparison
with the reference sample (34.4 MPa). The lowest strength after 28
days of hardening (27.42 MPa) was obtained for sample consisting of
recycled concrete in proportion of 40% for 4/8 fraction and 100% for
8/16 fraction of recycled concrete.", keywords = "Recycled concrete aggregate, re-use, workability,
compressive strength.", volume = "9", number = "5", pages = "626-4", }
