Browse > Article
http://dx.doi.org/10.1007/s40069-013-0051-2

Effect of Silica Fume and Slag on Compressive Strength and Abrasion Resistance of HVFA Concrete  

Rashad, Alaa M. (Housing and Building National Research Center)
Seleem, Hosam El-Din H. (Housing and Building National Research Center)
Shaheen, Amr F. (Housing and Building National Research Center)
Publication Information
International Journal of Concrete Structures and Materials / v.8, no.1, 2014 , pp. 69-81 More about this Journal
Abstract
In this study, portland cement (PC) has been partially replaced with a Class F fly ash (FA) at level of 70 % to produce high-volume FA (HVFA) concrete (F70). F70 was modified by replacing FA at levels of 10 and 20 % with silica fume (SF) and ground granulated blast-furnace slag (GGBS) and their equally combinations. All HVFA concrete types were compared to PC concrete. After curing for 7, 28, 90 and 180 days the specimens were tested in compression and abrasion. The various decomposition phases formed were identified using X-ray diffraction. The morphology of the formed hydrates was studied using scanning electron microscopy. The results indicated higher abrasion resistance of HVFA concrete blended with either SF or equally combinations of SF and GGBS, whilst lower abrasion resistance was noted in HVFA blended with GGBS.
Keywords
compressive strength; abrasion; recycle; cementitious materials; HVFA;
Citations & Related Records
연도 인용수 순위
  • Reference
1 Li, H., Zhang, M.-H., & Ou, J.-P. (2006). Abrasion resistance of concrete containing nano-particles for pavement. Wear, 260, 1262-1266.   DOI   ScienceOn
2 Liu, T. C. (1981). Abrasion resistance of concrete. ACI Journal, Proceedings, 78(5), 341-350.
3 Liu, Y.-W. (2007). Improving the abrasion resistance of hydraulicconcrete containing surface crack by adding silica fume. Construction and Building Materials, 21, 972-977.   DOI   ScienceOn
4 Lloyd, R. R., Provis, J. L., & Van Deventer, J. S. J. (2009). Microscopy and microanalysis of inorganic polymer cements. 1: Remnant fly ash particles. Journal of Material Science, 44, 608-619.   DOI   ScienceOn
5 Mehta, P. K. (1986a). Concrete structure, properties and materials. In Prentice-Hall international series in civil engineering and engineering mechanics (3rd ed., p. 450).
6 Ghafoori, N., & Sukandar, B. M. (1995, January-February). Abrasion resistance of concrete block pavers. ACI Materials Journal, 25-34.
7 Gjorv, O. E., Baerland, T., & Ronning, H. R. (1990). Abrasion resistance of high strength concrete pavements. Concrete International, 12(1), 45-48.
8 Guneyisi, E., & Gesoglu, M. (2008). Properties of self-compacting mortars with binary and ternary cementitious blends of fly ash and metakaolin. Materials and Structures, 41, 1519-1531.   DOI   ScienceOn
9 Hadchti, K. M., & Carrasquillo, R. L. (1988, August). Abrasion resistance and scaling resistance of concrete containing fly ash. Research Report 481-3 (p. 185). Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin.
10 Hogan, F. J., & Meusel, J. W. (1981). Evaluation for durability and strength development of a ground granulated blast furnace slag. Cement Concrete Aggregates, 3, 40-52.   DOI
11 Horszczaruk, E. (2005). Abrasion resistance of high-strength concrete in hydraulic structures. Wear, 259, 62-69.   DOI   ScienceOn
12 Jiang, L. (1999). The interfacial zone and bond strength between aggregates and cement pastes incorporating high volumes of fly ash. Cement and Concrete Composites, 21, 313-316.   DOI   ScienceOn
13 Jiang, L., & Guan, Y. (1999). Pore structure and its effect on strength of high-volume fly ash paste. Cement and Concrete Research, 29, 631-633.   DOI   ScienceOn
14 Koksal, F., Altun, P., Yigit, I., & Sahin, Y. (2008). Combined effect of silica fume and steel fiber on the mechanical properties of high strength concretes. Construction and Building Materials, 22, 1874-1880.   DOI   ScienceOn
15 Konin, A., & Kouadio, D. M. (2012). Mechanical and abrasion resistance of recycled aggregates concrete in relation to the cement content. Modern Applied Science, 6(1), 88-96.
16 C avdar, A., & Yetgin, S. (2010). Investigation of abrasion resistance of cement mortar with different pozzolanic compositions and subjected to sulfate medium. Construction and Building Materials, 24, 461-470.   DOI   ScienceOn
17 Dunstan, M. R. H., Thomas, M. D. A., Cripwell, J. B. & Harrison, D. J. (1992). Investigation into the long-term in situ performance of high fly ash content concrete used for structural application. In Fly ash, silica fume, slag and normal pozzolans in concrete, Proceedings of the Fourth International Conference, Istanbul, Turkey (pp. 1-20), 3-8 May 1992.
18 Duran-Herrera, A., Juarez, C. A., Valdez, P., & Bentz, D. P. (2011). Evaluation of sustainable high-volume fly ash concretes. Cement and Concrete Composites, 33, 39-45.   DOI   ScienceOn
19 Duxson, P., & Provis, J. L. (2008). Designing precursors for geopolymer cements. Journal of the American Ceramic Society, 91, 3864-3869.   DOI   ScienceOn
20 ES: 269-2/2003 (2003). Testing methods of cement tiles, Egyptian Standardization. Cairo, Egypt: Egyptian Organization for Standardization and Quality.
21 Escalante-Garcia, J. I., & Sharp, J. H. (2001). The microstructure and mechanical properties of blended cements hydrated at various temperatures. Cement and Concrete Research, 31, 695-702.   DOI   ScienceOn
22 Baert, G., Poppe, A.-M., & De Belie, N. (2008). Strength and durability of high-volume fly ash concrete. Structural Concrete, 9(2), 101-108.   DOI   ScienceOn
23 Gelber, S. H., & Klieger, P. (1986). Effect of fly ash on physical properties of concrete. In V. M. Malhotra (Ed.), Fly ash, silica fume, slag and natural pozzolans in concrete, SP-91 (Vol. 1, pp. 1-50). Detroit, MI: American Concrete Institute.
24 Gesoglu, M., Guneyisi, E., & O zbay, E. (2009). Properties of self-compacting concretes made with binary, ternary, and quaternary cementitious blends of fly ash, blast furnace slag, and silica fume. Construction and Building Materials, 23, 1847-1854.   DOI   ScienceOn
25 Ghafoori, N., & Diawara, H. (1999, September-October). Abrasion resistance of fine aggregate replaced silica fume concrete. ACI Materials Journal, 96-M69, 559-567.
26 Barrow, R. S., Hadchiti, K. M., Carrasquillo, P. M. & Carrasquillo, R. L. (1989). Temperature rise and durability of concrete containing fly ash. In Proceedings of CANMET/ ACI Third International Conference on the Use of Fly Ash, Silica Fume, Slag and Natural Pozzolans in Concrete, Trondheim, Norway (Vol. 1, pp. 331-348).
27 Bilodeau, A., & Malhotra, V. M. (1992a). Concrete incorporation high volume of ASTM Class F fly ashes, mechanical properties and resistance of deicing salt scaling and chloride- ion penetration. In Fly ash, silica fume, slag and normal pozzolans in concrete, Proceedings Fourth International Conference, Istanbul, Turkey (pp. 319-349), 3-8 May 1992.
28 Bilodeau, A., & Malhotra, V. M. (1992b). Concrete incorporating high volume of ASTM Class F fly ashes: Mechanical properties and resistance of deicing salt scaling and chloride- ion penetration. In V. M. Malhotra (Ed.), Proceedings of the CANMET/ACI Fourth International Conference on the Use of Fly Ash, Silica Fume, Slag and Natural Pozzolans in Concrete, Istanbul, Turkey, SP-132 (Vol. 1, pp. 310-349). Detroit, MI: American Concrete Institute.
29 Bouzoubaa, N., Zhang, M. H., & Malhotra, V. M. (2001). Mechanical properties and durability of concrete made with high-volume fly ash blended cements using a coarse fly ash. Cement and Concrete Research, 31, 1393-1402.   DOI   ScienceOn
30 British Standards Institution, BS 1881-116:1983. (1983). Method for determination of compressive strength of concrete cubes. London, U.K.: BSI.
31 Atis, C. D. (2003a, July/August). Abrasion-porosity-strength model for fly ash concrete. Journal of Materials in Civil Engineering, ASCE, 408-410.
32 Carette, G. G., Bilodeau, A., Cheurier, R., & Malhotra, V. M. (1992). Mechanical properties of concrete incorporating high volumes of fly ash from sources in the U.S. In Supplemental Proceedings of the CANMET/ACI Fourth International Conference on the Use of Fly Ash, Silica Fume, Slag and Natural Pozzolans in Concrete (pp. 1-33). EPRI Report No. TR-100577, March 1992.
33 Atis, C. D. (2002, May/June). High volume fly ash abrasion resistant concrete. Journal of Materials in Civil Engineering, 274-277.
34 Atis, C. D. (2005). Strength properties of high-volume fly ash roller compacted and workable concrete, and influence of curing condition. Cement and Concrete Research, 35, 1112-1121.   DOI   ScienceOn
35 Atis, C. D. (2003b, March/April). High-volume fly ash concrete with high strength and low drying shrinkage. Journal of Materials in Civil Engineering, ASCE, 153-156.
36 Atis, C. D., & C elik, O. N. (2002). Relation between abrasion resistance and flexural strength of high volume fly ash concrete. Materials and Structures, 35, 257-260.   DOI
37 Atis, C. D., Karahan, O., Ari, K., Sola, O . C., & Bilim, C. (2009, August). Relation between strength properties (flexural and compressive) and abrasion resistance of fiber (steel and polypropylene)-reinforced fly ash concrete. Journal of Materials in Civil Engineering, ASCE, 402-408.
38 Zhang, P., Li, Q., & Zhang, H. (2011). Combined effect of polypropylene fiber and silica fume. Composites, 30(16), 1349-1358.
39 Yetgin, S ., & C avdar, A. (2011, February). Abrasion resistance of cement mortar with different pozzolanic compositions and matrices. Journal of Materials in Civil Engineering, ASCE, 138-145.
40 Ytterburg, R. F. (1971). Wear-resistant industrial floors of Portland cement concrete. Civil Engineering, ASCE, 41(1), 68-71.
41 Toutanj, H., Delatte, N., Aggoun, S., Duval, R., & Danson, A. (2004). Effect of supplementary cementitious materials on the compressive strength and durability of short-term cured concrete. Cement and Concrete Research, 43, 311-319.
42 Swamy, R. N., & Ammar, B. (1990). Some engineering properties of slag concrete as influenced by mix proportioning and curing. ACI Materials Journal, 87(3), 210-220.
43 Taylor, H. F. W. (1997). Cement chemistry. London, U.K.: Thomas Telford.
44 Tikalsky, P. J., Carrasquillo, P. M., & Carrasquillo, R. L. (1988). Strength and durability considerations affecting mix proportioning of concrete containing fly ash. ACI Materials Journal, 85(6), 505-511.
45 Turk, K., & Karatas, M. (2011). Abrasion resistance and mechanical properties of self-compacting concrete with different dosages of fly ash/silica fume. Indian Journal of Engineering and Materials Sciences, 18, 49-60.
46 Ukita, K., Shigematsu, S., & Ishic, M. (1989). Improvement in the properties of concrete utilizing Classified fly ash. In Proceedings of the CANMET/ACI Third International Conference on the Use of Fly Ash, Silica Fume, Slag and Natural Pozzolans in Concrete, Trondheim, Norway (Vol. 1, pp. 219-240).
47 Yaxici, S ., & Inan, G. (2006). An investigation on the wear resistance of high strength concretes. Wear, 260, 615-618.   DOI
48 Yazici, H. (2008). The effect of silica fume and high-volume Class C fly ash on mechanical properties, chloride penetration and freeze-thaw resistance of self-compacting concrete. Construction and Building Materials, 22, 456-462.   DOI   ScienceOn
49 Yen, T., Hsu, T.-H., Liu, Y.-W., & Chen, S.-H. (2007). Influence of class F fly ash on the abrasion-erosion resistance of high-strength concrete. Construction and Building Materials, 21, 458-463.   DOI
50 Riahi, S., & Nazari, A. (2011). Compressive strength and abrasion resistance of concrete containing $SiO_{2}$ and CuO nanoparticles in different curing media. Science China, Technological Sciences, 54(9), 2349-2357.   DOI
51 Siddique, R. (2010). Wear resistance of high-volume fly ash concrete. Leonardo Journal of Sciences, 17(July-December), 21-36.
52 Sakulich, A. R. (2011). Reinforced geopolymer composites for enhanced material greenness and durability-Review. Sustainable Cities and Society, 1, 195-210.   DOI
53 Siddique, R. (2001). Utilization of silica fume in concrete: Review of hardened properties. Resource, Conservation and Recycling, 55, 923-932.
54 Siddique, R. (2004). Performance characteristics of high-volume Class F fly ash concrete. Cement and Concrete Research, 34, 487-493.   DOI   ScienceOn
55 Siddique, R., Kapoor, K., Kadri, E.-H., & Bennacer, R. (2012). Effect of polyester fibres on the compressive strength and abrasion resistance of HVFA concrete. Construction and Building Materials, 29, 270-278.   DOI
56 Siddique, R., & Khatib, J. M. (2010). Abrasion resistance and mechanical properties of high-volume fly ash concrete. Materials and Structures, 43, 709-718.   DOI
57 Singh, G., & Siddique, R. (2012). Abrasion resistance and strength properties of concrete containing waste foundry sand 9WFS. Construction and Building Materials, 28, 421-426.   DOI
58 Sivasundaram, V., Carette G. G., & Malhotra, V. M. (1990, October). Selected properties of high volume fly ash concrete. Concrete International, 47-50.
59 Swamy, R. N. (1986). Concrete technology and design, Volume 3, cement replacement materials. London, U.K.: Surrey University Press, First publication.
60 Nassif, H. H., Najm, H., & Suksawang, N. (2005). Effect of pozzolanic materials and curing methods on the elastic modulus of HPC. Cement and Concrete Composites, 27, 661-670.   DOI
61 Nazari, A., & Riahi, S. (2011). Abrasion resistance of concrete containing SiO2 and Al2O3 nanoparticles in different curing media. Energy and Buildings, 43, 2939-2946.   DOI
62 Rashad, A. M. (2013). A preliminary study on the effect of fine aggregate replacement with metakaolin on strength and abrasion resistance of concrete. Construction and Building Materials, 44, 487-495.   DOI
63 Neville, A. M. (1995). Properties of concrete (4th ed.). London: Longman Group UK Limited.
64 Park, S.-S., & Kang, H.-Y. (2008). Characterization of fly ashpastes synthesized at different activator conditions. Korean Journal of Chemical Engineering, 25(1), 78-83.   DOI   ScienceOn
65 PCA. (2005). An engineer's guide to: Building green with concrete. Skokie, IL: Portland Cement Association.
66 Rashad, A. M., & Khalil, M. H. (2013). A preliminary study of alkali-activated slag blended with silica fume under the effect of thermal loads and thermal shock cycles. Construction and Building Materials, 40, 522-532.   DOI
67 Rashad, A. M., Seleem, H. E.-D., & Yousri, K. M. (2009). Compressive strength of concrete mixtures with binary and ternary cement blends. Building Research Journal, 57(2), 107-130.
68 Rashad, A. M., & Zeedan, S. R. (2011). The effect of activator concentration on the residual strength of alkali-activated fly ash pastes subjected to thermal load. Construction and Building Materials, 25, 3098-3107.   DOI
69 Mehta, P. K. (1986b). Concrete: Structure properties and materials. Englewood Cliffs, NJ: Prentice-Hall, Inc.
70 Mei, Z., & Chung, D. D. L. (2002). Improving the flexural modulus and thermal stability of pitch by the addition of silica fume. Journal of Reinforced Plastics and Composites, 21(1), 91-95.   DOI
71 Naik, T. R., Ramme, B. W., & Tews, J. H. (1992). Pavement construction with high-volume Class C and Class F fly ash concrete. In CANMET/ACI Fourth International Conference on the Use of Fly Ash, Silica Fume, Slag and Natural Pozzolans in Concrete, Istanbul, Turkey, May 1992.
72 Naik, T. R., & Singh, S. S. (1991). Effects of inclusion of fly ash on abrasion resistance of concrete. In Proceedings of the Second CANMET/ACI Conference on Durability of Concrete, Montreal, Canada (pp. 683-707), August 1991.
73 Naik, T. R., Singh, S. S., & Ramme, B. W. (2002, September/ October). Effect of source of fly ash on abrasion resistance of concrete. Journal of Materials in Civil Engineering, 417-426.
74 Naik, T. R., Singh, S., & Hossain, M. M. (1994). Abrasion resistance of concrete as influenced by inclusion of fly ash. Cement and Concrete Research, 24(2), 303-312.   DOI
75 Naik, T. R., Singh, S. S., & Hossain, M. M. (1995). Abrasion resistance of high strength concrete made with class C fly ash. ACI Materials Journal, 92(6), 649-650.
76 Naik, T. R., Singh, S. S., & Ramme, B. W. (1997, July). Effect of source and amount of fly ash on mechanical and durability properties of concrete (pp. 157-188). ACI Special Publication, SP-170.
77 Nanni, A. (1988). Curing of roller-compacted concrete and strength development. Journal of Transportation Engineering, ASCE, 114(6), 684-694.   DOI
78 Nanni, A. (1989). Abrasion resistance of roller-compacted concrete. ACI Materials Journal, 86(53), 559-565.
79 Kuder, K., Lehman, D., Berman, J., Hannesson, G., & Shogren, R. (2012). Mechanical properties of self consolidation concrete blended with high volumes of fly ash and slag. Construction and Building Materials, 34, 285-295.   DOI   ScienceOn
80 Kumar, B., Tike, G. K.,& Nanda, P. K. (2007, October). Evaluation of properties of high-volume fly-ash concrete for pavements. Journal of Materials in Civil Engineering, ASCE, 906-911.
81 Lammertijn, S., & De Belie, N. (2008). Porosity, gas permeability, carbonation and their interaction in high-volume fly ash concrete. Magazine of Concrete Research, 60(7), 535-545.   DOI   ScienceOn
82 Langan, B. W., Joshi, R. C., & Ward, M. A. (1990). Strength and durability of concrete containing 50 % Portland cement replacement by fly ash and other materials. Canadian Journal of Civil Engineering, 17, 19-27.   DOI
83 Laplante, P., Aifcin, P. C., & Vezina, D. (1991). Abrasion resistance of concrete. Journal of Materials in Civil Engineering, 3(1), 19-30.   DOI
84 Rashad, A. M., Bai, Y., Basheer, P. A. M., Milestone, N. B., & Collier, N. C. (2013). Hydration and properties of sodium sulfate activated slag. Cement and Concrete Composites, 37, 20-29.   DOI   ScienceOn