J. Esmaeili
Assistant Professor, Department of Structural Engineering, School of Civil Engineering, University of Tabriz, Tabriz, Iran.
[ 1 ] - Increasing flexural strength and toughness of cement mortar using multi-walled Carbon nanotubes
In this study the effect of using multi-walled carbon nanotube (MWCNT) on flexural and compressive strengths, ultimate displacement and energy absorption capability of standard cement mortar considering different weight percentages of nanotubes as well as different dispersion methods has been investigated. Influential point in adding nanotubes to the composites is their proper dispersion, which...
[ 2 ] - Investigation of the effects of nano-silica on the properties of concrete in comparison with micro-silica
The effects of adding Nano-Silica particles on the compressive strength and water permeability of concrete and its comparison with that of Micro-Silica were investigated in this work. The effect of combination of Nano- silica and Micro-silica were also studied in this work, which resulted in an increase in compressive strength of concrete in comparison with other concrete specimens tested in th...
[ 3 ] - Increasing flexural strength and toughness of cement mortar using multi-walled Carbon nanotubes
In this study the effect of using multi-walled carbon nanotube (MWCNT) on flexural and compressive strengths, ultimate displacement and energy absorption capability of standard cement mortar considering different weight percentages of nanotubes as well as different dispersion methods has been investigated. Influential point in adding nanotubes to the composites is their proper dispersion, which...
[ 4 ] - Investigation of the effects of nano-silica on the properties of concrete in comparison with micro-silica
The effects of adding Nano-Silica particles on the compressive strength and water permeability of concrete and its comparison with that of Micro-Silica were investigated in this work. The effect of combination of Nano- silica and Micro-silica were also studied in this work, which resulted in an increase in compressive strength of concrete in comparison with other concrete specimens tested in th...
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