Characteristics
The aim of the present work is to evaluate the effect of nano-silica (NS) on physico-chemical, compressive and flexural strengths of OPC-granulated slag blended cement pastes and mortars. Different mixes were made with various amounts of NS, OPC and granulated blast-furnace slag (GBFS) and hydrated...
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doaj-bdb9fbe9fa5a4b3180641d825d9669c32020-11-25T00:54:19ZengTaylor & Francis GroupHBRC Journal1687-40482013-12-019324325510.1016/j.hbrcj.2013.09.001CharacteristicsMohamed Heikal0S. Abd El Aleem1W.M. Morsi2Chemistry Department, College of Science, Al Imam Mohammad Ibn Saud Islamic University (IMSIU), P.O Box 90950 Riyadh 11623, Saudi ArabiaChemistry Department, Faculty of Science, Fayoum University, Fayoum, EgyptBuilding Physics Institute BPI, Housing and Building National Research Center (HBRC), Dokki, Giza 11511, EgyptThe aim of the present work is to evaluate the effect of nano-silica (NS) on physico-chemical, compressive and flexural strengths of OPC-granulated slag blended cement pastes and mortars. Different mixes were made with various amounts of NS, OPC and granulated blast-furnace slag (GBFS) and hydrated for 3, 7, 28 and 90 days. The hydration behavior was followed by estimation of free lime (FL) and combined water content at different curing ages. The required water for standard consistency, setting times and compressive strength was also determined. The results obtained were confirmed by XRD, DTA, IR and SEM techniques. The required water for standard consistency and setting times increases with NS content due to the presence of 1% of superplasticizer. As the NS content increases the values of both FL and pH decrease. The compressive and flexural strengths of cement mortars containing NS are higher than those of control OPC–GBFS mix (M3). As the NS content increases above 4 mass% NS, compressive and flexural strengths of OPC–GBFS–NS blends decrease but still more than those of the control samples (M3). The results of XRD, DSC, IR and SEM examinations are in good harmony with each other and with chemical analyses. The composite OPC–GBFS–NS cements containing 45 mass% of GBFS and 3–4 mass% of NS possess the highest improvement of mechanical properties, hydration kinetics and microstructure of hardened cement pastes and mortars.http://www.sciencedirect.com/science/article/pii/S1687404813000722Granulated blast-furnace slagNano-silicaHydration characteristicsBlended cementsMechanical properties |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Mohamed Heikal S. Abd El Aleem W.M. Morsi |
spellingShingle |
Mohamed Heikal S. Abd El Aleem W.M. Morsi Characteristics HBRC Journal Granulated blast-furnace slag Nano-silica Hydration characteristics Blended cements Mechanical properties |
author_facet |
Mohamed Heikal S. Abd El Aleem W.M. Morsi |
author_sort |
Mohamed Heikal |
title |
Characteristics |
title_short |
Characteristics |
title_full |
Characteristics |
title_fullStr |
Characteristics |
title_full_unstemmed |
Characteristics |
title_sort |
characteristics |
publisher |
Taylor & Francis Group |
series |
HBRC Journal |
issn |
1687-4048 |
publishDate |
2013-12-01 |
description |
The aim of the present work is to evaluate the effect of nano-silica (NS) on physico-chemical, compressive and flexural strengths of OPC-granulated slag blended cement pastes and mortars. Different mixes were made with various amounts of NS, OPC and granulated blast-furnace slag (GBFS) and hydrated for 3, 7, 28 and 90 days. The hydration behavior was followed by estimation of free lime (FL) and combined water content at different curing ages. The required water for standard consistency, setting times and compressive strength was also determined. The results obtained were confirmed by XRD, DTA, IR and SEM techniques. The required water for standard consistency and setting times increases with NS content due to the presence of 1% of superplasticizer. As the NS content increases the values of both FL and pH decrease. The compressive and flexural strengths of cement mortars containing NS are higher than those of control OPC–GBFS mix (M3). As the NS content increases above 4 mass% NS, compressive and flexural strengths of OPC–GBFS–NS blends decrease but still more than those of the control samples (M3). The results of XRD, DSC, IR and SEM examinations are in good harmony with each other and with chemical analyses. The composite OPC–GBFS–NS cements containing 45 mass% of GBFS and 3–4 mass% of NS possess the highest improvement of mechanical properties, hydration kinetics and microstructure of hardened cement pastes and mortars. |
topic |
Granulated blast-furnace slag Nano-silica Hydration characteristics Blended cements Mechanical properties |
url |
http://www.sciencedirect.com/science/article/pii/S1687404813000722 |
work_keys_str_mv |
AT mohamedheikal characteristics AT sabdelaleem characteristics AT wmmorsi characteristics |
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