New Approaches in Civil Engineering

New Approaches in Civil Engineering

The Effect of Micro Oxide of Aluminum and Micro Silica on the Physical and Chemical Characteristics of very High Strength Concrete

Document Type : Research Paper

Authors
1 Assistant Professor of Civil Engineering. Shams University. Gonbad Kavous, Iran
2 Master of Civil Engineering Department, Shams Gonbad Higher Education Institute, Gonbadkavos, Iran
Abstract
In this research, we investigated the effect of aluminum oxide with special micro-silica in order to measure its resistance in replacing it with cement and observe its effect on ultra-resistant concrete. The concrete samples presented in this research were with 400 kilograms of cement per cubic meter, and the rest of the fillers were aggregates and a percentage of micro-silica. Aluminum powder has been replaced with cement in percentages of 2, 4, 6, and 8 and compared with control concrete according to the following tests and their results are given in this research. Concrete samples in which aluminum oxide has been used have a negative trend in most of the tests after adding more than two percent, and the resistance also has a downward trend, but with the increase of microsilica, the trends are positive, and in the combination of these two materials, the graphs are up to 4%. Aluminum oxide is accepted and has an optimal trend, but after that it has been a downward trend, and the samples containing aluminum oxide with the increase of this additive at a lower temperature had a better performance up to 4%, and in the samples above 5%, resistance loss is observed..
Keywords

Subjects


1-American Concrete Institute Committee, (1995). Ground Granulated Blast-Furnace Slag as a Cementitious Constituent in Concrete, American Concrete Institute, Detroit, USA, ACI 95 – 233.
2-American Concrete Institute Committe 226, (1987). Silica Fume in Concrete, American Concrete Institute Material Journal, 84: 158-166.
3-Ahmaruzzaman, M., (2010). A Review on the Utilization of Fly Ash, Progress in Energy and Combustion Science 36: 327–363.
4-Alasali M.M. and Malhotra V.M. (1991). Role of concrete incorporating high volumes of fly ash in controlling expansion due to alkali-aggregate reaction.
5-American Concrete Institute Material 88: 63 - 159.
6- Aldea, C.M., Young, F., Wang, K. and Shah, S.P. (2000). Effects of curing conditions on properties of concrete using slag replacement, Cement and Concrete Research, 30: 465-472.
7-Anonim, (2007). USGBC, LEED rating system, version 3.0, US Green Building Council, Washington.
8- ASTM C 618, (2000). Standard Specification for Coal Fly Ashand Rawor Calcined Natural Pozzolan for Use as a Mineral Admixture in Concrete, Annual Book of ASTM Standard, No. 04.02.
9-Austin, S.A. and Al-Kindy, A.A. (2000). Air Permeability Versus Sorptivity: Effects of Field Curing on Cover Concrete After One Year Old Field Exposure, Magazine of Concrete Research, 52: 17-24.
10-Barker D., Turner S., Napier-Moore P., Clark M. and Davison J. (2009). CO2 capture in the cement industry, Energy Procedia, 1: 87–94.
11-Bayasi, Z., and Zhou, J. (1993). Properties of Silica Fume Concrete and Mortar, American Concrete Institute Materials Journal, 90: 349-356.
12-Belkowitz J., and Armentrout D.L. (2009). The investigation of nano-silica in the cement hydration process.
13-American Concrete Institute Special Publication, 267: 87-100.
14- Bentur, A., Bonen, D. and Goldman, A. (1993). Discussion of a Paper by Chong, X.. at all. Roll of Silica Fume in Compressive Strength of Cement Paste, Mortar and Concrete.
14-American Concrete Institute Material Journal, 376.
15- Bicer A. (2018). Effect of fly ash particle size on thermal and mechanical properties of fly ash-cement composites, Thermal Science and Engineering Progress, 8: 78–82.
16-Brooks, J. J., Joharı, M. A. M. and Mazloom, M. (2000). Effect of admixtures on the setting times of high-strength concrete. Cement and Concrete Composites, 22: 293– 301