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...

Full description

Bibliographic Details
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/ http://umpir.ump.edu.my/id/eprint/10241/ http://umpir.ump.edu.my/id/eprint/10241/ 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

id	ump-10241
recordtype	eprints
spelling	ump-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
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
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/ http://umpir.ump.edu.my/id/eprint/10241/ http://umpir.ump.edu.my/id/eprint/10241/ 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
first_indexed	2023-09-18T22:09:39Z
last_indexed	2023-09-18T22:09:39Z
_version_	1777414941359210496

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

Similar Items