The paper a summary of the results of concretes with
partial substitution of natural aggregates with recycled concrete is
solved. Design formulas of the concretes were characterised with 20,
40 and 60% substitution of natural 8-16mm fraction aggregates with
a selected recycled concrete of analogous coarse fractions. With the
product samples an evaluation of coarse fraction aggregates influence
on fresh concrete consistency and concrete strength in time was
carried out. The results of concretes with aggregates substitution will
be compared to reference formula containing only the fractions of
natural aggregates.
[1] VašekTomáš: Testing of possibilities of application of secondary raw
materials as a natural aggregate substitution. Brno, 2014. 115 p. Thesis.
Brno University of Technology, Faculty of Civil Engineering, Institute
of Building Materials and Parts.
[2] Collepardi Mario: Modern Concrete 1. vyd. Praha: For Czech Chamber
of Authorised Construction Engineers (ČKAIT) issued by ČKAIT, 2009,
342 p. Betonovéstavitelství. ISBN 978-80-87093-75-7.
[3] YounisKhaleel H. a PilakoutasKypros. Strength prediction model and
methods for improving recycled aggregate concrete. In: Construction
and Building Materials (online). 2013, s. 688-701 (cit. 12.1.2014). ISSN
09500618. DOI: 0.1016/j.conbuildmat.2013.09.003. Available at:
http://linkinghub.elsevier.com/retrieve/pii/S0950061813008404
[4] Safiuddin, MD., M.A. Salam a M.Z. Jumaat. Effects of recycled
concrete aggregate on the fresh properties of self-consolidating concrete.
In: Archives of Civil and Mechanical Engineering (online). 2011 (cit.
12.1.2014). Available at: http://www.sciencedirect.com/science/
article/pii/S1644966512600934 .
[5] Pereira-de-Oliveira, L.A., M.C.S. Nepomuceno, J.P. Castro-Gomes a
M.F.C. Vila. Permeability properties of self-compacting concrete with
coarse recycled aggregates. In: Construction and Building Materials
(online). 2014, s. 113-120 (cit. 12.1.2014). ISSN 09500618. DOI:
10.1016/j.conbuildmat.2013.10.061. Available at:
http://linkinghub.elsevier.com/retrieve/pii/S0950061813009823 .
[6] Ahmed Ebrahim Abu El-MaatyBehiry. Utilization of cement treated
recycled concrete aggregates as base or subbase layer in Egypt. In: Ain
Shams Engineering Journal (online). 2013, s. 661-673 (cit. 12.1.2014).
ISSN 20904479. DOI: 10.1016/j.asej.2013.02.005. Available at:
http://linkinghub.elsevier.com/retrieve/pii/S2090447913000300 .
[7] V. Vytlačilová J. Vodička. Construction using recycled aggregates. The
Czech Republic: 19. Betonářskédny 2012, 2012. ISBN 978-80-87158-
32-6.
[8] Grdic, Zoran Jure, Gordana A. Toplicic-Curcic, Iva M. Despotovic
andNenad S. Ristic. Properties of self-compacting concrete prepared
with coarse recycled concrete aggregate. In: Construction and Building
Materials (online). 2010, s. 1129-1133 (cit. 12.1.2014). ISSN 09500618.
DOI: 10.1016/j.conbuildmat.2009.12.029. Available at:
http://linkinghub.elsevier.com/retrieve/pii/S0950061809004401 .
[9] Škopán, M. Recycled building materials as an alternative to natural
aggregates (presentation). Available at: http://www.top-expo.cz/
domain/top-expo/files/spsb-2012/prednasky/skopan_miroslav.
pdf
[1] VašekTomáš: Testing of possibilities of application of secondary raw
materials as a natural aggregate substitution. Brno, 2014. 115 p. Thesis.
Brno University of Technology, Faculty of Civil Engineering, Institute
of Building Materials and Parts.
[2] Collepardi Mario: Modern Concrete 1. vyd. Praha: For Czech Chamber
of Authorised Construction Engineers (ČKAIT) issued by ČKAIT, 2009,
342 p. Betonovéstavitelství. ISBN 978-80-87093-75-7.
[3] YounisKhaleel H. a PilakoutasKypros. Strength prediction model and
methods for improving recycled aggregate concrete. In: Construction
and Building Materials (online). 2013, s. 688-701 (cit. 12.1.2014). ISSN
09500618. DOI: 0.1016/j.conbuildmat.2013.09.003. Available at:
http://linkinghub.elsevier.com/retrieve/pii/S0950061813008404
[4] Safiuddin, MD., M.A. Salam a M.Z. Jumaat. Effects of recycled
concrete aggregate on the fresh properties of self-consolidating concrete.
In: Archives of Civil and Mechanical Engineering (online). 2011 (cit.
12.1.2014). Available at: http://www.sciencedirect.com/science/
article/pii/S1644966512600934 .
[5] Pereira-de-Oliveira, L.A., M.C.S. Nepomuceno, J.P. Castro-Gomes a
M.F.C. Vila. Permeability properties of self-compacting concrete with
coarse recycled aggregates. In: Construction and Building Materials
(online). 2014, s. 113-120 (cit. 12.1.2014). ISSN 09500618. DOI:
10.1016/j.conbuildmat.2013.10.061. Available at:
http://linkinghub.elsevier.com/retrieve/pii/S0950061813009823 .
[6] Ahmed Ebrahim Abu El-MaatyBehiry. Utilization of cement treated
recycled concrete aggregates as base or subbase layer in Egypt. In: Ain
Shams Engineering Journal (online). 2013, s. 661-673 (cit. 12.1.2014).
ISSN 20904479. DOI: 10.1016/j.asej.2013.02.005. Available at:
http://linkinghub.elsevier.com/retrieve/pii/S2090447913000300 .
[7] V. Vytlačilová J. Vodička. Construction using recycled aggregates. The
Czech Republic: 19. Betonářskédny 2012, 2012. ISBN 978-80-87158-
32-6.
[8] Grdic, Zoran Jure, Gordana A. Toplicic-Curcic, Iva M. Despotovic
andNenad S. Ristic. Properties of self-compacting concrete prepared
with coarse recycled concrete aggregate. In: Construction and Building
Materials (online). 2010, s. 1129-1133 (cit. 12.1.2014). ISSN 09500618.
DOI: 10.1016/j.conbuildmat.2009.12.029. Available at:
http://linkinghub.elsevier.com/retrieve/pii/S0950061809004401 .
[9] Škopán, M. Recycled building materials as an alternative to natural
aggregates (presentation). Available at: http://www.top-expo.cz/
domain/top-expo/files/spsb-2012/prednasky/skopan_miroslav.
pdf
@article{"International Journal of Architectural, Civil and Construction Sciences:68146", author = "K. Krizova and R. Hela", title = "Use of Recycled Aggregates in Current Concretes", abstract = "The paper a summary of the results of concretes with
partial substitution of natural aggregates with recycled concrete is
solved. Design formulas of the concretes were characterised with 20,
40 and 60% substitution of natural 8-16mm fraction aggregates with
a selected recycled concrete of analogous coarse fractions. With the
product samples an evaluation of coarse fraction aggregates influence
on fresh concrete consistency and concrete strength in time was
carried out. The results of concretes with aggregates substitution will
be compared to reference formula containing only the fractions of
natural aggregates.
", keywords = "Recycled concrete, natural aggregates, fresh
concrete, properties of concrete.", volume = "8", number = "10", pages = "1061-4", }
