COMPARATIVE ANALYSIS OF PERFORMANCE OF PORTLAND CEMENT BLENDED WITH NANOSILICA AND SILICA FUME
In this paper some physical properties of Colombian Portland cement type III replaced with nanosilica in percentages of 1, 3, 5 and 10% were evaluated. Main determined properties were fluidity, normal consistency, setting times, heat of hydration and compressive strength on pastes and mortars. It was made also a comparative analysis with samples substituted with commercial silica fume in percentages of 5, 10 and 15%. Results showed that the nanosilica from 5% beginning to have a major positive influence on the mechanical strength of mortars and with a 10% of substitution improvements in compressive strength up to 120% with respect to the control sample for one day of curing can be achieved. For longer curing time the improvement is decreased slightly, with near 80%, remaining this improvement in strength after 28 days of curing.
Main Authors: | , , |
---|---|
Format: | Digital revista |
Language: | English |
Published: |
Universidad Nacional de Colombia
2010
|
Online Access: | http://www.scielo.org.co/scielo.php?script=sci_arttext&pid=S0012-73532010000300004 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
id |
oai:scielo:S0012-73532010000300004 |
---|---|
record_format |
ojs |
spelling |
oai:scielo:S0012-735320100003000042011-07-06COMPARATIVE ANALYSIS OF PERFORMANCE OF PORTLAND CEMENT BLENDED WITH NANOSILICA AND SILICA FUMETOBÓN,J. IRESTREPO,O. JPAYÁ,J Nanoparticles nanosilica blended cement physical properties of cement In this paper some physical properties of Colombian Portland cement type III replaced with nanosilica in percentages of 1, 3, 5 and 10% were evaluated. Main determined properties were fluidity, normal consistency, setting times, heat of hydration and compressive strength on pastes and mortars. It was made also a comparative analysis with samples substituted with commercial silica fume in percentages of 5, 10 and 15%. Results showed that the nanosilica from 5% beginning to have a major positive influence on the mechanical strength of mortars and with a 10% of substitution improvements in compressive strength up to 120% with respect to the control sample for one day of curing can be achieved. For longer curing time the improvement is decreased slightly, with near 80%, remaining this improvement in strength after 28 days of curing.info:eu-repo/semantics/openAccessUniversidad Nacional de ColombiaDYNA v.77 n.163 20102010-09-01info:eu-repo/semantics/articletext/htmlhttp://www.scielo.org.co/scielo.php?script=sci_arttext&pid=S0012-73532010000300004en |
institution |
SCIELO |
collection |
OJS |
country |
Colombia |
countrycode |
CO |
component |
Revista |
access |
En linea |
databasecode |
rev-scielo-co |
tag |
revista |
region |
America del Sur |
libraryname |
SciELO |
language |
English |
format |
Digital |
author |
TOBÓN,J. I RESTREPO,O. J PAYÁ,J |
spellingShingle |
TOBÓN,J. I RESTREPO,O. J PAYÁ,J COMPARATIVE ANALYSIS OF PERFORMANCE OF PORTLAND CEMENT BLENDED WITH NANOSILICA AND SILICA FUME |
author_facet |
TOBÓN,J. I RESTREPO,O. J PAYÁ,J |
author_sort |
TOBÓN,J. I |
title |
COMPARATIVE ANALYSIS OF PERFORMANCE OF PORTLAND CEMENT BLENDED WITH NANOSILICA AND SILICA FUME |
title_short |
COMPARATIVE ANALYSIS OF PERFORMANCE OF PORTLAND CEMENT BLENDED WITH NANOSILICA AND SILICA FUME |
title_full |
COMPARATIVE ANALYSIS OF PERFORMANCE OF PORTLAND CEMENT BLENDED WITH NANOSILICA AND SILICA FUME |
title_fullStr |
COMPARATIVE ANALYSIS OF PERFORMANCE OF PORTLAND CEMENT BLENDED WITH NANOSILICA AND SILICA FUME |
title_full_unstemmed |
COMPARATIVE ANALYSIS OF PERFORMANCE OF PORTLAND CEMENT BLENDED WITH NANOSILICA AND SILICA FUME |
title_sort |
comparative analysis of performance of portland cement blended with nanosilica and silica fume |
description |
In this paper some physical properties of Colombian Portland cement type III replaced with nanosilica in percentages of 1, 3, 5 and 10% were evaluated. Main determined properties were fluidity, normal consistency, setting times, heat of hydration and compressive strength on pastes and mortars. It was made also a comparative analysis with samples substituted with commercial silica fume in percentages of 5, 10 and 15%. Results showed that the nanosilica from 5% beginning to have a major positive influence on the mechanical strength of mortars and with a 10% of substitution improvements in compressive strength up to 120% with respect to the control sample for one day of curing can be achieved. For longer curing time the improvement is decreased slightly, with near 80%, remaining this improvement in strength after 28 days of curing. |
publisher |
Universidad Nacional de Colombia |
publishDate |
2010 |
url |
http://www.scielo.org.co/scielo.php?script=sci_arttext&pid=S0012-73532010000300004 |
work_keys_str_mv |
AT tobonji comparativeanalysisofperformanceofportlandcementblendedwithnanosilicaandsilicafume AT restrepooj comparativeanalysisofperformanceofportlandcementblendedwithnanosilicaandsilicafume AT payaj comparativeanalysisofperformanceofportlandcementblendedwithnanosilicaandsilicafume |
_version_ |
1755932546712993792 |