A review on the effects of various supplementary cementitious materials on physical properties of hardened concrete
The global development and current trends in social attitude are resulting in an increase in the amount of waste generated by society, the treatment and disposal of which are becoming a serious problem. Therefore, waste management is one of the most important aspects in ensuring sustainable developm...
| Main Authors: | , |
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| Format: | Journal Article |
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Trans Tech Publications, Switzerland
2014
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| Online Access: | http://hdl.handle.net/20.500.11937/43725 |
| _version_ | 1848756788371914752 |
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| author | Barbhuiya, Salim Nikraz, Hamid |
| author_facet | Barbhuiya, Salim Nikraz, Hamid |
| author_sort | Barbhuiya, Salim |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | The global development and current trends in social attitude are resulting in an increase in the amount of waste generated by society, the treatment and disposal of which are becoming a serious problem. Therefore, waste management is one of the most important aspects in ensuring sustainable development in today’s world. Some of the industrial by-products, such as pulverised-fuel ash (PFA), ground granulated blast-furnace slag (GGBS) and microsilica (MS) can be used in concrete to improve its properties. In this paper the influence of various by-products on the physical properties of concrete is reviewed. |
| first_indexed | 2025-11-14T09:17:46Z |
| format | Journal Article |
| id | curtin-20.500.11937-43725 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T09:17:46Z |
| publishDate | 2014 |
| publisher | Trans Tech Publications, Switzerland |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-437252017-09-13T13:37:33Z A review on the effects of various supplementary cementitious materials on physical properties of hardened concrete Barbhuiya, Salim Nikraz, Hamid Flexural Strength Drying Shrinkage Modulus of Elasticity Supplementary Cementitious Materials Compressive Strength The global development and current trends in social attitude are resulting in an increase in the amount of waste generated by society, the treatment and disposal of which are becoming a serious problem. Therefore, waste management is one of the most important aspects in ensuring sustainable development in today’s world. Some of the industrial by-products, such as pulverised-fuel ash (PFA), ground granulated blast-furnace slag (GGBS) and microsilica (MS) can be used in concrete to improve its properties. In this paper the influence of various by-products on the physical properties of concrete is reviewed. 2014 Journal Article http://hdl.handle.net/20.500.11937/43725 10.4028/www.scientific.net/AMR.905.287 Trans Tech Publications, Switzerland restricted |
| spellingShingle | Flexural Strength Drying Shrinkage Modulus of Elasticity Supplementary Cementitious Materials Compressive Strength Barbhuiya, Salim Nikraz, Hamid A review on the effects of various supplementary cementitious materials on physical properties of hardened concrete |
| title | A review on the effects of various supplementary cementitious materials on physical properties of hardened concrete |
| title_full | A review on the effects of various supplementary cementitious materials on physical properties of hardened concrete |
| title_fullStr | A review on the effects of various supplementary cementitious materials on physical properties of hardened concrete |
| title_full_unstemmed | A review on the effects of various supplementary cementitious materials on physical properties of hardened concrete |
| title_short | A review on the effects of various supplementary cementitious materials on physical properties of hardened concrete |
| title_sort | review on the effects of various supplementary cementitious materials on physical properties of hardened concrete |
| topic | Flexural Strength Drying Shrinkage Modulus of Elasticity Supplementary Cementitious Materials Compressive Strength |
| url | http://hdl.handle.net/20.500.11937/43725 |