Structural behaviour of triple blended high-performance concrete
After water, concrete was the material for construction that is used on the largest scale on the planet, and as an outcome of technological development, concrete's qualities have evolved over time. A study was carried out to investigate the potential use of mineral admixture as a partial replac...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
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EDP Sciences
2023-01-01
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| Series: | E3S Web of Conferences |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/28/e3sconf_icmed-icmpc2023_01193.pdf |
| _version_ | 1797807774156980224 |
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| author | Babu Repati Mohan Satyanarayana G.V.V. C Vivek Kumar |
| author_facet | Babu Repati Mohan Satyanarayana G.V.V. C Vivek Kumar |
| author_sort | Babu Repati Mohan |
| collection | DOAJ |
| description | After water, concrete was the material for construction that is used on the largest scale on the planet, and as an outcome of technological development, concrete's qualities have evolved over time. A study was carried out to investigate the potential use of mineral admixture as a partial replacement in high performance concrete. Since they can significantly improve concrete strength and durability properties when compared to regular Portland cement supplemental cementations materials (SCM) like Alccofine (AF) and ground granulated blast furnace slag (GGBFS) have all been used as cement replacements on a large scale over the past three decades. As a result, HPC can be produced using lower water to powder ratios by including other cementitious materials as admixtures. In this project phase, ground granulated blast furnace slag (GGBFS) and Alccofine (AF) have been employed in varied weight ratios to substitute cement to produce high strength M40 grade concrete for 7, 14, and 28 days of compressive strength (CS) as well as split tensile strength (STS) the percentages of replacement of AF of 5%, 7.5% & 10% also GGBFS percentages are 10%, 12.5 % and 15% respectively used in this project work. |
| first_indexed | 2024-03-13T06:27:40Z |
| format | Article |
| id | doaj.art-3bea63ee5e994c3da62d3d98e09fa338 |
| institution | Directory Open Access Journal |
| issn | 2267-1242 |
| language | English |
| last_indexed | 2024-03-13T06:27:40Z |
| publishDate | 2023-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | E3S Web of Conferences |
| spelling | doaj.art-3bea63ee5e994c3da62d3d98e09fa3382023-06-09T09:11:31ZengEDP SciencesE3S Web of Conferences2267-12422023-01-013910119310.1051/e3sconf/202339101193e3sconf_icmed-icmpc2023_01193Structural behaviour of triple blended high-performance concreteBabu Repati Mohan0Satyanarayana G.V.V.1C Vivek Kumar2Civil Engineering Department, GRIETCivil Engineering Department, GRIETCivil Engineering Department, GRIETAfter water, concrete was the material for construction that is used on the largest scale on the planet, and as an outcome of technological development, concrete's qualities have evolved over time. A study was carried out to investigate the potential use of mineral admixture as a partial replacement in high performance concrete. Since they can significantly improve concrete strength and durability properties when compared to regular Portland cement supplemental cementations materials (SCM) like Alccofine (AF) and ground granulated blast furnace slag (GGBFS) have all been used as cement replacements on a large scale over the past three decades. As a result, HPC can be produced using lower water to powder ratios by including other cementitious materials as admixtures. In this project phase, ground granulated blast furnace slag (GGBFS) and Alccofine (AF) have been employed in varied weight ratios to substitute cement to produce high strength M40 grade concrete for 7, 14, and 28 days of compressive strength (CS) as well as split tensile strength (STS) the percentages of replacement of AF of 5%, 7.5% & 10% also GGBFS percentages are 10%, 12.5 % and 15% respectively used in this project work.https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/28/e3sconf_icmed-icmpc2023_01193.pdf |
| spellingShingle | Babu Repati Mohan Satyanarayana G.V.V. C Vivek Kumar Structural behaviour of triple blended high-performance concrete E3S Web of Conferences |
| title | Structural behaviour of triple blended high-performance concrete |
| title_full | Structural behaviour of triple blended high-performance concrete |
| title_fullStr | Structural behaviour of triple blended high-performance concrete |
| title_full_unstemmed | Structural behaviour of triple blended high-performance concrete |
| title_short | Structural behaviour of triple blended high-performance concrete |
| title_sort | structural behaviour of triple blended high performance concrete |
| url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/28/e3sconf_icmed-icmpc2023_01193.pdf |
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