Influence of Silica Fume on Ultrahigh Performance Concrete
Silica fume, also known as microsilica (MS) or
condensed silica fume is a by-product of the production of silicon
metal or ferrosilicon alloys. Silica fume is one of the most effective
pozzolanic additives which could be used for ultrahigh performance
and other types of concrete. Despite the fact, however is not entirely
clear, which amount of silica fume is most optimal for UHPC. Main
objective of this experiment was to find optimal amount of silica
fume for UHPC with and without thermal treatment, when different
amount of quartz powder is substituted by silica fume. In this work
were investigated four different composition of UHPC with different
amount of silica fume. Silica fume were added 0, 10, 15 and 20% of
cement (by weight) to UHPC mixture. Optimal amount of silica fume
was determined by slump, viscosity, qualitative and quantitative
XRD analysis and compression strength tests methods.
[1] LST EN 206-1:2002. Concrete - Part 1: Specification, performance, production and conformity.
[2] Boudchicha, A., Zouaoui, M., C., Gallias, J., L., Mezghiche. B. "Analysis of the effects of mineral admixtures on the strength of mortars: application of the predictive model of feret". Journal of civil engineering and management, 2007, Vol XIII, No 2, pp. 87–96.
[3] Aïtcin, P., C. "Cements of yesterday and today – Concrete of tomorrow”. Cement and Concrete Research, 2000 Sept., Vol. 30, No. 9: 1349-1359.
[4] Ma, J., Schneider, H. "Properties of Ultra-High-Performance Concrete”. Leipzig Annual Civil Engineering Report (LACER), 2002, No. 7: 25-32.
[5] Dilip Kumar Singha Roy, Amitava Sil. "Effect of Partial Replacement of Cement by Silica Fume on Hardened Concrete”. International Journal of Emerging Technology and Advanced Engineering, ISSN 2250-2459, Volume 2, Issue 8, August 2012, p.472-475.
[6] Vikas Srivastava, Rakesh Kumar, Agarwal V.C, Mehta P. K. "Effect of Silica Fume and Metakaolin combination on concrete”. International Journal of Civil and Structural Engineering Volume 2, No 3, 2012, pp.893-900.
[7] Jianxin Ma; Jörg Dietz. "Ultra High Performance Self Compacting Concrete”. LACER No. 7, 2002, p.33-42.
[8] Kennouche .S., Zerizer .A., Benmounah .A., Hami .B., Mahdad .M., Benouali .H. and Bedjou .S. "Formulation and characterization of self compacting concrete with silica fume”. Journal of Engineering and Technology Research, Vol. 5(5), pp. 160-169, June 2013.
[9] Badr El-Din Ezzat Hegazy, Hanan Ahmed Fouad and Ahmed Mohammed Hassanain. "Incorporation of water sludge, silica fume, and rice husk ash in brick making”. Advances in Environmental Research, Vol. 1, No. 1 (2012) 83-96.
[10] A. Elsayed, "Influence of Silica Fume, Fly Ash, Super Pozz and High Slag Cement on Water Permeability and Strength of Concrete”. Jordan Journal of Civil Engineering, Volume 5, No. 2, 2011, pp.245-257.
[11] CarstenGeisenhaunsluke, Michael Schmidt. "Methods for modeling and Calculation of high density Packing for Cement and Fillers in UHPC”. Ultra high performance (UHPC), International Symposium on Ultra High Performance Concrete, Kassel university press, Kassel, 2004. Proc. pp 303-312.
[12] Michael Schmidt, Ekkehar Fehling. "Ultra-High-Performance Concrete: Research, Development and Application in Europe”. 7th International Symposium on the Utilization of High-Strength and High-Performance-Concrete, ACI Washington, 2005, SP. 228-4, pp. 51-78.
[13] IvailoTerzijski. "Compatibility of Components of High and Ultra High Performance Concrete”. Ultra High Performance Concrete (UHPC) proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, September 13-15, 2004, pp. 175-186.
[14] Melanie Shink, Jean-Philippe Vacher. "EFFIC Design properties and application of a creative concrete”. Ultra High Performance Concrete (UHPC) proceedings of the Second Internationals Symposium on Ultra High Performance concrete, Kassel, Germany, Mach 05-07, 2008, pp. 847-854.
[15] Jennifer C. Scheydt, Gunther Herold, Harald S. Muller, Mathias Kuhnt. "Development and Application of UHPC convenience Blends”. Ultra High Performance Concrete (UHPC) proceedings of the Second Internationals Symposium on Ultra High Performance concrete, Kassel, Germany, Mach 05-07, 2008, pp. 69-76.
[16] M. k. Maroliya. "A Qualitative Study of Reactive Powder Concrete using X-Ray Diffraction Technique”. IOSR Journal of Engineering (IOSRJEN), Volume 2, Issue 9 (September 2012), pp. 12-16.
[17] Detlef Heinz, LiudvikasUrbonas, Tobias Gerlicher. "Effect of heat Treatment Method on the properties of UHPC”. Ultra-High Performance Concrete and Nanotechnology in Construction, Proceedings of Hipermat 2012 3th International Symposium on UHPC and Nanotechnology for High Performance Construction Materials, Kassel, Mach 7-9, 2012, pp. 283-290.
[18] LST EN 1015-3:2002. Methods of test for mortar for masonry - Part 3: Determination of consistence of fresh mortar (by flow table).
[19] VitoldasVaitkevičius*, EvaldasŠerelis, Raminta Lygutaitė. „Production Waste of Granite Rubble Utilisation in Ultra High Performance Concrete". Journal of Sustainable Architecture and Civil Engineering, 2013. No. 2(3), p.p 54-60. ISSN 2029-9990.
[20] LST EN 12390-4:2003. Testing hardened concrete - Part 4: Compressive strength - Specification for testing machines.
[1] LST EN 206-1:2002. Concrete - Part 1: Specification, performance, production and conformity.
[2] Boudchicha, A., Zouaoui, M., C., Gallias, J., L., Mezghiche. B. "Analysis of the effects of mineral admixtures on the strength of mortars: application of the predictive model of feret". Journal of civil engineering and management, 2007, Vol XIII, No 2, pp. 87–96.
[3] Aïtcin, P., C. "Cements of yesterday and today – Concrete of tomorrow”. Cement and Concrete Research, 2000 Sept., Vol. 30, No. 9: 1349-1359.
[4] Ma, J., Schneider, H. "Properties of Ultra-High-Performance Concrete”. Leipzig Annual Civil Engineering Report (LACER), 2002, No. 7: 25-32.
[5] Dilip Kumar Singha Roy, Amitava Sil. "Effect of Partial Replacement of Cement by Silica Fume on Hardened Concrete”. International Journal of Emerging Technology and Advanced Engineering, ISSN 2250-2459, Volume 2, Issue 8, August 2012, p.472-475.
[6] Vikas Srivastava, Rakesh Kumar, Agarwal V.C, Mehta P. K. "Effect of Silica Fume and Metakaolin combination on concrete”. International Journal of Civil and Structural Engineering Volume 2, No 3, 2012, pp.893-900.
[7] Jianxin Ma; Jörg Dietz. "Ultra High Performance Self Compacting Concrete”. LACER No. 7, 2002, p.33-42.
[8] Kennouche .S., Zerizer .A., Benmounah .A., Hami .B., Mahdad .M., Benouali .H. and Bedjou .S. "Formulation and characterization of self compacting concrete with silica fume”. Journal of Engineering and Technology Research, Vol. 5(5), pp. 160-169, June 2013.
[9] Badr El-Din Ezzat Hegazy, Hanan Ahmed Fouad and Ahmed Mohammed Hassanain. "Incorporation of water sludge, silica fume, and rice husk ash in brick making”. Advances in Environmental Research, Vol. 1, No. 1 (2012) 83-96.
[10] A. Elsayed, "Influence of Silica Fume, Fly Ash, Super Pozz and High Slag Cement on Water Permeability and Strength of Concrete”. Jordan Journal of Civil Engineering, Volume 5, No. 2, 2011, pp.245-257.
[11] CarstenGeisenhaunsluke, Michael Schmidt. "Methods for modeling and Calculation of high density Packing for Cement and Fillers in UHPC”. Ultra high performance (UHPC), International Symposium on Ultra High Performance Concrete, Kassel university press, Kassel, 2004. Proc. pp 303-312.
[12] Michael Schmidt, Ekkehar Fehling. "Ultra-High-Performance Concrete: Research, Development and Application in Europe”. 7th International Symposium on the Utilization of High-Strength and High-Performance-Concrete, ACI Washington, 2005, SP. 228-4, pp. 51-78.
[13] IvailoTerzijski. "Compatibility of Components of High and Ultra High Performance Concrete”. Ultra High Performance Concrete (UHPC) proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, September 13-15, 2004, pp. 175-186.
[14] Melanie Shink, Jean-Philippe Vacher. "EFFIC Design properties and application of a creative concrete”. Ultra High Performance Concrete (UHPC) proceedings of the Second Internationals Symposium on Ultra High Performance concrete, Kassel, Germany, Mach 05-07, 2008, pp. 847-854.
[15] Jennifer C. Scheydt, Gunther Herold, Harald S. Muller, Mathias Kuhnt. "Development and Application of UHPC convenience Blends”. Ultra High Performance Concrete (UHPC) proceedings of the Second Internationals Symposium on Ultra High Performance concrete, Kassel, Germany, Mach 05-07, 2008, pp. 69-76.
[16] M. k. Maroliya. "A Qualitative Study of Reactive Powder Concrete using X-Ray Diffraction Technique”. IOSR Journal of Engineering (IOSRJEN), Volume 2, Issue 9 (September 2012), pp. 12-16.
[17] Detlef Heinz, LiudvikasUrbonas, Tobias Gerlicher. "Effect of heat Treatment Method on the properties of UHPC”. Ultra-High Performance Concrete and Nanotechnology in Construction, Proceedings of Hipermat 2012 3th International Symposium on UHPC and Nanotechnology for High Performance Construction Materials, Kassel, Mach 7-9, 2012, pp. 283-290.
[18] LST EN 1015-3:2002. Methods of test for mortar for masonry - Part 3: Determination of consistence of fresh mortar (by flow table).
[19] VitoldasVaitkevičius*, EvaldasŠerelis, Raminta Lygutaitė. „Production Waste of Granite Rubble Utilisation in Ultra High Performance Concrete". Journal of Sustainable Architecture and Civil Engineering, 2013. No. 2(3), p.p 54-60. ISSN 2029-9990.
[20] LST EN 12390-4:2003. Testing hardened concrete - Part 4: Compressive strength - Specification for testing machines.
@article{"International Journal of Architectural, Civil and Construction Sciences:66084", author = "Vitoldas Vaitkevičius and Evaldas Šerelis", title = "Influence of Silica Fume on Ultrahigh Performance Concrete", abstract = "Silica fume, also known as microsilica (MS) or
condensed silica fume is a by-product of the production of silicon
metal or ferrosilicon alloys. Silica fume is one of the most effective
pozzolanic additives which could be used for ultrahigh performance
and other types of concrete. Despite the fact, however is not entirely
clear, which amount of silica fume is most optimal for UHPC. Main
objective of this experiment was to find optimal amount of silica
fume for UHPC with and without thermal treatment, when different
amount of quartz powder is substituted by silica fume. In this work
were investigated four different composition of UHPC with different
amount of silica fume. Silica fume were added 0, 10, 15 and 20% of
cement (by weight) to UHPC mixture. Optimal amount of silica fume
was determined by slump, viscosity, qualitative and quantitative
XRD analysis and compression strength tests methods.
", keywords = "Compressive strength, silica fume, ultrahigh
performance concrete, XRD.", volume = "8", number = "1", pages = "37-6", }
