Freeze-Thaw Resistance of Concretes with BFSA

Air-cooled Blast Furnace Slag Aggregate (BFSA) is
usually referred to as a material providing for unique properties of
concrete. On the other hand, negative influences are also presented in
many aspects. The freeze-thaw resistance of concrete is dependent on
many factors, including regional specifics and when a concrete mix is
specified it is still difficult to tell its exact freeze-thaw resistance due
to the different components affecting it. An important consideration
in working with BFSA is the granularity and whether slag is sorted or
not. The experimental part of the article represents a comparative
testing of concrete using both the sorted and unsorted BFSA through
the freeze-thaw resistance as an indicator of durability. Unsorted
BFSA is able to be successfully used for concretes as they are
specified for exposure class XF4 with providing that the type of
cement is precisely selected.


Authors:



References:
[1] K.G. Hiraskar and Ch. Patil, “Use of Blast Furnace Slag Aggregate in
Concrete,”
International Journal Of Scientific & Engineering Research, vol. 4,
pp. 95-98, May 2013.
[2] P.S.Kothai and R.Malathy, Utilization of Steel Slag in Concrete as a
Partial Replacement Material for Fine Aggregates. International Journal
of Innovative Research in Science, Engineering and Technology, vol. 3,
Iss. 4, April 2014.
[3] J. Junak and N. Stevulova, Steelmaking slag utilization in civil
engineering, Construction Materials: Proceedings of recenzed scientific
works (in Slovak). Nitra, SPU, Slovakia, pp. 269-272, 2013.
[4] E. Terpakova and A. Sicakova, Study of the possibilities of copper slag
utilization in construction. Proceedings of recanted scientific works UEI
(in Slovak). Košice, TU, Slovakia, pp. 99-108, 2014.
[5] C. Shi, Ch. Meyer and A. Behnood, Utilization of copper slag in cement
and concrete. Resources, Conservation and Recycling, vol. 52, Iss. 10,
pp. 1115–1120, August 2008.
[6] Use of Air-Cooled Blast Furnace Slag as Coarse Aggregate in Concrete
Pavements. Report No. FHWA-HIF-12-008, U.S. Department of
Transportation, March 2012.
[7] Use of Recycled Aggregates in Construction. Report of Cement
Concrete & Aggregates, Australia, 2008.
[8] M. Nadeem and A.D. Pofale, “Utilization of Industrial Waste Slag as
Aggregate in Concrete Applications by Adopting Taguchi’s Approach
for Optimization,” Open Journal of Civil Engineering, vol. 2, pp. 96-
105, 2012.
[9] J. de Brito and N. Saikia, Recycled Aggregate in Concrete, Green
Energy and Technology. Springer-Verlag, London, 2013.
[10] EN 206-1, Concrete. Part 1: Specification, performance, production and
conformity, 2002.
[11] STN 73 1326, Resistance of cement concrete surface to water and
defrosting chemicals, 1984. National standard.
[12] M. J. Setzer, G. Fagerlund and D. J. Janssen, CDF TEST – Test method
for the freeze-thaw resistance of concrete –tests with sodium chloride
solution ( CDF), 1996.
[13] B. Kelly and P. Murphy, Prediction of Freeze-thaw Resistance of
Concrete. University College Dublin, 2010.