Mechanical and durability properties of green star concretes
This paper presents mechanical and durability properties of green star concretes. Four series of concretes are considered. The first series is control concrete containing 100% ordinary Portland cement, 100% natural aggregates and fresh water. The other three series of concretes are green star concre...
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| Format: | Journal Article |
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MDPI - Multidisciplinary Digital Publishing Institute
2018
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| Online Access: | http://hdl.handle.net/20.500.11937/71231 |
| _version_ | 1848762425075040256 |
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| author | Shaikh, Faiz |
| author_facet | Shaikh, Faiz |
| author_sort | Shaikh, Faiz |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | This paper presents mechanical and durability properties of green star concretes. Four series of concretes are considered. The first series is control concrete containing 100% ordinary Portland cement, 100% natural aggregates and fresh water. The other three series of concretes are green star concretes according to Green Building Council Australia (GBCA), which contain blast furnace slag, recycled coarse aggregates and concrete wash water. In all above concretes compressive strength, indirect tensile strength, elastic modulus, water absorption, sorptivity and chloride permeability are measured at 7 and 28 days. Results show that mechanical properties of green star concretes are lower than the control concrete at both ages with significant improvement at 28 days. Similar results are also observed in water absorption, sorptivity and chloride permeability where all measured durability properties are lower in green star concretes compared to control concrete except the higher water absorption in some green star concretes. |
| first_indexed | 2025-11-14T10:47:21Z |
| format | Journal Article |
| id | curtin-20.500.11937-71231 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T10:47:21Z |
| publishDate | 2018 |
| publisher | MDPI - Multidisciplinary Digital Publishing Institute |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-712312019-01-15T03:17:51Z Mechanical and durability properties of green star concretes Shaikh, Faiz This paper presents mechanical and durability properties of green star concretes. Four series of concretes are considered. The first series is control concrete containing 100% ordinary Portland cement, 100% natural aggregates and fresh water. The other three series of concretes are green star concretes according to Green Building Council Australia (GBCA), which contain blast furnace slag, recycled coarse aggregates and concrete wash water. In all above concretes compressive strength, indirect tensile strength, elastic modulus, water absorption, sorptivity and chloride permeability are measured at 7 and 28 days. Results show that mechanical properties of green star concretes are lower than the control concrete at both ages with significant improvement at 28 days. Similar results are also observed in water absorption, sorptivity and chloride permeability where all measured durability properties are lower in green star concretes compared to control concrete except the higher water absorption in some green star concretes. 2018 Journal Article http://hdl.handle.net/20.500.11937/71231 10.3390/buildings8080111 http://creativecommons.org/licenses/by/4.0/ MDPI - Multidisciplinary Digital Publishing Institute fulltext |
| spellingShingle | Shaikh, Faiz Mechanical and durability properties of green star concretes |
| title | Mechanical and durability properties of green star concretes |
| title_full | Mechanical and durability properties of green star concretes |
| title_fullStr | Mechanical and durability properties of green star concretes |
| title_full_unstemmed | Mechanical and durability properties of green star concretes |
| title_short | Mechanical and durability properties of green star concretes |
| title_sort | mechanical and durability properties of green star concretes |
| url | http://hdl.handle.net/20.500.11937/71231 |