SciELO - Scientific Electronic Library Online

 
vol.83 issue198Use of white rot fungi in the degradation of an azo dye from the textile industryInfluence of solid and liquid antioxidants on the formation of space charge in the XLPE insulation of medium voltage cables author indexsubject indexarticles search
Home Pagealphabetic serial listing  

Services on Demand

Journal

Article

Indicators

Related links

  • On index processCited by Google
  • Have no similar articlesSimilars in SciELO
  • On index processSimilars in Google

Share


DYNA

Print version ISSN 0012-7353

Abstract

MENDOZA-REALES, Oscar A.; SIERRA-GALLEGO, Germán  and  TOBON, Jorge I.. The mechanical properties of Portland cement mortars blended with carbon nanotubes and nanosilica: A study by experimental design. Dyna rev.fac.nac.minas [online]. 2016, vol.83, n.198, pp.136-141. ISSN 0012-7353.  https://doi.org/10.15446/dyna.v83n198.55559.

The pozzolanic effect of nanosilica (NS) particles when combined with Multi Walled Carbon Nanotubes (MWCNT) was studied in Ca(OH)2 pastes and Portland cement mortars. Experimental design techniques were used to plan the experiments and identify the effect of the nanoparticles on the properties of the cementing matrices by means of Analysis of Variance (ANOVA). Samples were prepared with different combinations of NS and MWCNT. Ca(OH)2 pastes were used to study the effect the nanoparticles had on the Calcium-Silicate-Hydrate (C-S-H) production. Portland cement mortars were used to study the effect of the nanoparticles on the compressive and flexural strength of the cementing matrices. We found that only NS had a significant effect on the C-S-H formation for up to 21 days of hydration, and that MWCNT did not present a positive effect on the mechanical strength of mortars due to the effects of reagglomeration.

Keywords : Carbon nanotubes; nanosilica; hybrid effect; pozzolanic activity; strength; Nanotubos de carbono; nanosílice; efecto híbrido; actividad puzolánica; resistencia mecánica.

        · abstract in English     · text in English     · English ( pdf )

 

Creative Commons License All the contents of this journal, except where otherwise noted, is licensed under a Creative Commons Attribution License