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The Effect of Nanoparticles of Ordinary Portland Cement (OPC) on Compressive Strength of Concrete

The quality of a construction material satisfies stability of structure. Several additives have been innovated for improve quality of compressive strength of concrete. In this paper for enhancement of compressive strength of concrete, a simple method has been proposed. The kaolin and bentonite have...

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Main Authors: Abdoullah, Namdar, Fadzil, Mat Yahaya
Format: Article
Language:English
Published: Trans Tech Publications, Switzerland 2014
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/10241/1/The%20Effect%20of%20Nanoparticles%20of%20Ordinary%20Portland%20Cement%20%28OPC%29%20on%20Compressive%20Strength%20of%20Concrete.pdf
http://umpir.ump.edu.my/id/eprint/10241/
http://www.scientific.net/AMR.894.342
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spelling my.ump.umpir.102412015-09-11T02:34:04Z http://umpir.ump.edu.my/id/eprint/10241/ The Effect of Nanoparticles of Ordinary Portland Cement (OPC) on Compressive Strength of Concrete Abdoullah, Namdar Fadzil, Mat Yahaya TA Engineering (General). Civil engineering (General) The quality of a construction material satisfies stability of structure. Several additives have been innovated for improve quality of compressive strength of concrete. In this paper for enhancement of compressive strength of concrete, a simple method has been proposed. The kaolin and bentonite have been treated by heat for duration of 1 hour, with constant temperature. For kaolin 200°C, 400°C, 600°C, 800°C, 1000°C and 1200°C of heat, and for bentonite 200°C, 400°C, 600°C, 800°C of heat has been subjected. The kaolin and bentonite treated by heat have been proposed as additive for concrete. The objective is to introduce an additive to improve compressive strength of concrete. The microstructure of modified Ordinary Portland Cement (OPC) paste has been investigated by using Field Emission Scanning Electron Microscopy (FESEM) and X-ray diffractometry (XRD). The results indicate that the best level of heat for produce additives from kaolin and bentonite, and illustrate quantity of additives for replace a portion of cement in concrete application. Modification of nanoparticles of cement paste during hydration has been discussed. Trans Tech Publications, Switzerland 2014 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/10241/1/The%20Effect%20of%20Nanoparticles%20of%20Ordinary%20Portland%20Cement%20%28OPC%29%20on%20Compressive%20Strength%20of%20Concrete.pdf Abdoullah, Namdar and Fadzil, Mat Yahaya (2014) The Effect of Nanoparticles of Ordinary Portland Cement (OPC) on Compressive Strength of Concrete. Advanced Materials Research, 894. pp. 342-348. ISSN 1022-6680 (print), 1662-8985 (online) http://www.scientific.net/AMR.894.342 doi: 10.4028/www.scientific.net/AMR.894.342
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Abdoullah, Namdar
Fadzil, Mat Yahaya
The Effect of Nanoparticles of Ordinary Portland Cement (OPC) on Compressive Strength of Concrete
description The quality of a construction material satisfies stability of structure. Several additives have been innovated for improve quality of compressive strength of concrete. In this paper for enhancement of compressive strength of concrete, a simple method has been proposed. The kaolin and bentonite have been treated by heat for duration of 1 hour, with constant temperature. For kaolin 200°C, 400°C, 600°C, 800°C, 1000°C and 1200°C of heat, and for bentonite 200°C, 400°C, 600°C, 800°C of heat has been subjected. The kaolin and bentonite treated by heat have been proposed as additive for concrete. The objective is to introduce an additive to improve compressive strength of concrete. The microstructure of modified Ordinary Portland Cement (OPC) paste has been investigated by using Field Emission Scanning Electron Microscopy (FESEM) and X-ray diffractometry (XRD). The results indicate that the best level of heat for produce additives from kaolin and bentonite, and illustrate quantity of additives for replace a portion of cement in concrete application. Modification of nanoparticles of cement paste during hydration has been discussed.
format Article
author Abdoullah, Namdar
Fadzil, Mat Yahaya
author_facet Abdoullah, Namdar
Fadzil, Mat Yahaya
author_sort Abdoullah, Namdar
title The Effect of Nanoparticles of Ordinary Portland Cement (OPC) on Compressive Strength of Concrete
title_short The Effect of Nanoparticles of Ordinary Portland Cement (OPC) on Compressive Strength of Concrete
title_full The Effect of Nanoparticles of Ordinary Portland Cement (OPC) on Compressive Strength of Concrete
title_fullStr The Effect of Nanoparticles of Ordinary Portland Cement (OPC) on Compressive Strength of Concrete
title_full_unstemmed The Effect of Nanoparticles of Ordinary Portland Cement (OPC) on Compressive Strength of Concrete
title_sort effect of nanoparticles of ordinary portland cement (opc) on compressive strength of concrete
publisher Trans Tech Publications, Switzerland
publishDate 2014
url http://umpir.ump.edu.my/id/eprint/10241/1/The%20Effect%20of%20Nanoparticles%20of%20Ordinary%20Portland%20Cement%20%28OPC%29%20on%20Compressive%20Strength%20of%20Concrete.pdf
http://umpir.ump.edu.my/id/eprint/10241/
http://www.scientific.net/AMR.894.342
_version_ 1643666340108566528
score 13.211869

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