Influence of Alccofine on interfacial transition zone of recycled aggregates in concrete
Abstract There is a huge demand for aggregates in the concrete industry and consequently; their alternatives have to be identified to replace the conventional ones. This paper presents a comprehensive study of designed concrete mix with its microstructural analysis focusing on the materials’ impact...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Khungar, Hariom [verfasserIn] Kondraivendhan, B. [verfasserIn] Parmar, Nilesh [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2024 |
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| Schlagwörter: |
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| Anmerkung: |
© The Author(s), under exclusive licence to Springer Nature Switzerland AG 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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| Übergeordnetes Werk: |
Enthalten in: Multiscale and multidisciplinary modeling, experiments and design - Springer International Publishing, 2017, 7(2024), 4 vom: 15. Apr., Seite 3625-3638 |
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| Übergeordnetes Werk: |
volume:7 ; year:2024 ; number:4 ; day:15 ; month:04 ; pages:3625-3638 |
| Links: |
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| DOI / URN: |
10.1007/s41939-024-00434-2 |
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SPR057162808 |
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| 520 | |a Abstract There is a huge demand for aggregates in the concrete industry and consequently; their alternatives have to be identified to replace the conventional ones. This paper presents a comprehensive study of designed concrete mix with its microstructural analysis focusing on the materials’ impact on interfacial transition zone (ITZ). Recycled concrete aggregates were acquired to replace the natural aggregates. Mixture designs were developed with and without recycled aggregates for M20 and M30 grades of concrete. Mineral supplement, Alccofine has been added at 12% and 15% replacement with cement to enhance the strength and microstructure of concrete. Experimental analysis comprising of mechanical, and durability tests were performed, and compared. Microstructural analysis comprising of X-ray diffraction (XRD), scanning electron microscopy (SEM), and energy dispersive X-ray spectroscopy (EDS) was performed to study the ITZ of the concrete samples. The inclusion of recycled aggregates did not adhere to much strength enhancement, but their combination with Alccofine has raised the compressive strengths. It is observed that the presence of Alccofine in the concrete design has made it less porous, denser in microstructure, and has achieved rapid strength. The microstructural analysis demonstrates a strong relationship between the thickness of ITZ and cement hydration within the samples of Alccofine. | ||
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10.1007/s41939-024-00434-2 doi (DE-627)SPR057162808 (SPR)s41939-024-00434-2-e DE-627 ger DE-627 rakwb eng 620 VZ 620 VZ Khungar, Hariom verfasserin aut Influence of Alccofine on interfacial transition zone of recycled aggregates in concrete 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract There is a huge demand for aggregates in the concrete industry and consequently; their alternatives have to be identified to replace the conventional ones. This paper presents a comprehensive study of designed concrete mix with its microstructural analysis focusing on the materials’ impact on interfacial transition zone (ITZ). Recycled concrete aggregates were acquired to replace the natural aggregates. Mixture designs were developed with and without recycled aggregates for M20 and M30 grades of concrete. Mineral supplement, Alccofine has been added at 12% and 15% replacement with cement to enhance the strength and microstructure of concrete. Experimental analysis comprising of mechanical, and durability tests were performed, and compared. Microstructural analysis comprising of X-ray diffraction (XRD), scanning electron microscopy (SEM), and energy dispersive X-ray spectroscopy (EDS) was performed to study the ITZ of the concrete samples. The inclusion of recycled aggregates did not adhere to much strength enhancement, but their combination with Alccofine has raised the compressive strengths. It is observed that the presence of Alccofine in the concrete design has made it less porous, denser in microstructure, and has achieved rapid strength. The microstructural analysis demonstrates a strong relationship between the thickness of ITZ and cement hydration within the samples of Alccofine. Alccofine (dpeaa)DE-He213 Recycled aggregate (dpeaa)DE-He213 Microstructural analysis (dpeaa)DE-He213 Interfacial transition zone (dpeaa)DE-He213 Kondraivendhan, B. verfasserin aut Parmar, Nilesh verfasserin aut Enthalten in Multiscale and multidisciplinary modeling, experiments and design Springer International Publishing, 2017 7(2024), 4 vom: 15. Apr., Seite 3625-3638 (DE-627)1007210842 (DE-600)2913588-6 2520-8179 nnns volume:7 year:2024 number:4 day:15 month:04 pages:3625-3638 https://dx.doi.org/10.1007/s41939-024-00434-2 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 7 2024 4 15 04 3625-3638 |
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10.1007/s41939-024-00434-2 doi (DE-627)SPR057162808 (SPR)s41939-024-00434-2-e DE-627 ger DE-627 rakwb eng 620 VZ 620 VZ Khungar, Hariom verfasserin aut Influence of Alccofine on interfacial transition zone of recycled aggregates in concrete 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract There is a huge demand for aggregates in the concrete industry and consequently; their alternatives have to be identified to replace the conventional ones. This paper presents a comprehensive study of designed concrete mix with its microstructural analysis focusing on the materials’ impact on interfacial transition zone (ITZ). Recycled concrete aggregates were acquired to replace the natural aggregates. Mixture designs were developed with and without recycled aggregates for M20 and M30 grades of concrete. Mineral supplement, Alccofine has been added at 12% and 15% replacement with cement to enhance the strength and microstructure of concrete. Experimental analysis comprising of mechanical, and durability tests were performed, and compared. Microstructural analysis comprising of X-ray diffraction (XRD), scanning electron microscopy (SEM), and energy dispersive X-ray spectroscopy (EDS) was performed to study the ITZ of the concrete samples. The inclusion of recycled aggregates did not adhere to much strength enhancement, but their combination with Alccofine has raised the compressive strengths. It is observed that the presence of Alccofine in the concrete design has made it less porous, denser in microstructure, and has achieved rapid strength. The microstructural analysis demonstrates a strong relationship between the thickness of ITZ and cement hydration within the samples of Alccofine. Alccofine (dpeaa)DE-He213 Recycled aggregate (dpeaa)DE-He213 Microstructural analysis (dpeaa)DE-He213 Interfacial transition zone (dpeaa)DE-He213 Kondraivendhan, B. verfasserin aut Parmar, Nilesh verfasserin aut Enthalten in Multiscale and multidisciplinary modeling, experiments and design Springer International Publishing, 2017 7(2024), 4 vom: 15. Apr., Seite 3625-3638 (DE-627)1007210842 (DE-600)2913588-6 2520-8179 nnns volume:7 year:2024 number:4 day:15 month:04 pages:3625-3638 https://dx.doi.org/10.1007/s41939-024-00434-2 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 7 2024 4 15 04 3625-3638 |
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10.1007/s41939-024-00434-2 doi (DE-627)SPR057162808 (SPR)s41939-024-00434-2-e DE-627 ger DE-627 rakwb eng 620 VZ 620 VZ Khungar, Hariom verfasserin aut Influence of Alccofine on interfacial transition zone of recycled aggregates in concrete 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract There is a huge demand for aggregates in the concrete industry and consequently; their alternatives have to be identified to replace the conventional ones. This paper presents a comprehensive study of designed concrete mix with its microstructural analysis focusing on the materials’ impact on interfacial transition zone (ITZ). Recycled concrete aggregates were acquired to replace the natural aggregates. Mixture designs were developed with and without recycled aggregates for M20 and M30 grades of concrete. Mineral supplement, Alccofine has been added at 12% and 15% replacement with cement to enhance the strength and microstructure of concrete. Experimental analysis comprising of mechanical, and durability tests were performed, and compared. Microstructural analysis comprising of X-ray diffraction (XRD), scanning electron microscopy (SEM), and energy dispersive X-ray spectroscopy (EDS) was performed to study the ITZ of the concrete samples. The inclusion of recycled aggregates did not adhere to much strength enhancement, but their combination with Alccofine has raised the compressive strengths. It is observed that the presence of Alccofine in the concrete design has made it less porous, denser in microstructure, and has achieved rapid strength. The microstructural analysis demonstrates a strong relationship between the thickness of ITZ and cement hydration within the samples of Alccofine. Alccofine (dpeaa)DE-He213 Recycled aggregate (dpeaa)DE-He213 Microstructural analysis (dpeaa)DE-He213 Interfacial transition zone (dpeaa)DE-He213 Kondraivendhan, B. verfasserin aut Parmar, Nilesh verfasserin aut Enthalten in Multiscale and multidisciplinary modeling, experiments and design Springer International Publishing, 2017 7(2024), 4 vom: 15. Apr., Seite 3625-3638 (DE-627)1007210842 (DE-600)2913588-6 2520-8179 nnns volume:7 year:2024 number:4 day:15 month:04 pages:3625-3638 https://dx.doi.org/10.1007/s41939-024-00434-2 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 7 2024 4 15 04 3625-3638 |
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10.1007/s41939-024-00434-2 doi (DE-627)SPR057162808 (SPR)s41939-024-00434-2-e DE-627 ger DE-627 rakwb eng 620 VZ 620 VZ Khungar, Hariom verfasserin aut Influence of Alccofine on interfacial transition zone of recycled aggregates in concrete 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract There is a huge demand for aggregates in the concrete industry and consequently; their alternatives have to be identified to replace the conventional ones. This paper presents a comprehensive study of designed concrete mix with its microstructural analysis focusing on the materials’ impact on interfacial transition zone (ITZ). Recycled concrete aggregates were acquired to replace the natural aggregates. Mixture designs were developed with and without recycled aggregates for M20 and M30 grades of concrete. Mineral supplement, Alccofine has been added at 12% and 15% replacement with cement to enhance the strength and microstructure of concrete. Experimental analysis comprising of mechanical, and durability tests were performed, and compared. Microstructural analysis comprising of X-ray diffraction (XRD), scanning electron microscopy (SEM), and energy dispersive X-ray spectroscopy (EDS) was performed to study the ITZ of the concrete samples. The inclusion of recycled aggregates did not adhere to much strength enhancement, but their combination with Alccofine has raised the compressive strengths. It is observed that the presence of Alccofine in the concrete design has made it less porous, denser in microstructure, and has achieved rapid strength. The microstructural analysis demonstrates a strong relationship between the thickness of ITZ and cement hydration within the samples of Alccofine. Alccofine (dpeaa)DE-He213 Recycled aggregate (dpeaa)DE-He213 Microstructural analysis (dpeaa)DE-He213 Interfacial transition zone (dpeaa)DE-He213 Kondraivendhan, B. verfasserin aut Parmar, Nilesh verfasserin aut Enthalten in Multiscale and multidisciplinary modeling, experiments and design Springer International Publishing, 2017 7(2024), 4 vom: 15. Apr., Seite 3625-3638 (DE-627)1007210842 (DE-600)2913588-6 2520-8179 nnns volume:7 year:2024 number:4 day:15 month:04 pages:3625-3638 https://dx.doi.org/10.1007/s41939-024-00434-2 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 7 2024 4 15 04 3625-3638 |
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10.1007/s41939-024-00434-2 doi (DE-627)SPR057162808 (SPR)s41939-024-00434-2-e DE-627 ger DE-627 rakwb eng 620 VZ 620 VZ Khungar, Hariom verfasserin aut Influence of Alccofine on interfacial transition zone of recycled aggregates in concrete 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract There is a huge demand for aggregates in the concrete industry and consequently; their alternatives have to be identified to replace the conventional ones. This paper presents a comprehensive study of designed concrete mix with its microstructural analysis focusing on the materials’ impact on interfacial transition zone (ITZ). Recycled concrete aggregates were acquired to replace the natural aggregates. Mixture designs were developed with and without recycled aggregates for M20 and M30 grades of concrete. Mineral supplement, Alccofine has been added at 12% and 15% replacement with cement to enhance the strength and microstructure of concrete. Experimental analysis comprising of mechanical, and durability tests were performed, and compared. Microstructural analysis comprising of X-ray diffraction (XRD), scanning electron microscopy (SEM), and energy dispersive X-ray spectroscopy (EDS) was performed to study the ITZ of the concrete samples. The inclusion of recycled aggregates did not adhere to much strength enhancement, but their combination with Alccofine has raised the compressive strengths. It is observed that the presence of Alccofine in the concrete design has made it less porous, denser in microstructure, and has achieved rapid strength. The microstructural analysis demonstrates a strong relationship between the thickness of ITZ and cement hydration within the samples of Alccofine. Alccofine (dpeaa)DE-He213 Recycled aggregate (dpeaa)DE-He213 Microstructural analysis (dpeaa)DE-He213 Interfacial transition zone (dpeaa)DE-He213 Kondraivendhan, B. verfasserin aut Parmar, Nilesh verfasserin aut Enthalten in Multiscale and multidisciplinary modeling, experiments and design Springer International Publishing, 2017 7(2024), 4 vom: 15. Apr., Seite 3625-3638 (DE-627)1007210842 (DE-600)2913588-6 2520-8179 nnns volume:7 year:2024 number:4 day:15 month:04 pages:3625-3638 https://dx.doi.org/10.1007/s41939-024-00434-2 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 7 2024 4 15 04 3625-3638 |
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Enthalten in Multiscale and multidisciplinary modeling, experiments and design 7(2024), 4 vom: 15. Apr., Seite 3625-3638 volume:7 year:2024 number:4 day:15 month:04 pages:3625-3638 |
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Multiscale and multidisciplinary modeling, experiments and design |
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Khungar, Hariom @@aut@@ Kondraivendhan, B. @@aut@@ Parmar, Nilesh @@aut@@ |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000naa a22002652 4500</leader><controlfield tag="001">SPR057162808</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20240831064757.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">240831s2024 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s41939-024-00434-2</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR057162808</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s41939-024-00434-2-e</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">620</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">620</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Khungar, Hariom</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Influence of Alccofine on interfacial transition zone of recycled aggregates in concrete</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2024</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© The Author(s), under exclusive licence to Springer Nature Switzerland AG 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract There is a huge demand for aggregates in the concrete industry and consequently; their alternatives have to be identified to replace the conventional ones. This paper presents a comprehensive study of designed concrete mix with its microstructural analysis focusing on the materials’ impact on interfacial transition zone (ITZ). Recycled concrete aggregates were acquired to replace the natural aggregates. Mixture designs were developed with and without recycled aggregates for M20 and M30 grades of concrete. Mineral supplement, Alccofine has been added at 12% and 15% replacement with cement to enhance the strength and microstructure of concrete. Experimental analysis comprising of mechanical, and durability tests were performed, and compared. Microstructural analysis comprising of X-ray diffraction (XRD), scanning electron microscopy (SEM), and energy dispersive X-ray spectroscopy (EDS) was performed to study the ITZ of the concrete samples. The inclusion of recycled aggregates did not adhere to much strength enhancement, but their combination with Alccofine has raised the compressive strengths. It is observed that the presence of Alccofine in the concrete design has made it less porous, denser in microstructure, and has achieved rapid strength. 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Khungar, Hariom |
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influence of alccofine on interfacial transition zone of recycled aggregates in concrete |
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Influence of Alccofine on interfacial transition zone of recycled aggregates in concrete |
| abstract |
Abstract There is a huge demand for aggregates in the concrete industry and consequently; their alternatives have to be identified to replace the conventional ones. This paper presents a comprehensive study of designed concrete mix with its microstructural analysis focusing on the materials’ impact on interfacial transition zone (ITZ). Recycled concrete aggregates were acquired to replace the natural aggregates. Mixture designs were developed with and without recycled aggregates for M20 and M30 grades of concrete. Mineral supplement, Alccofine has been added at 12% and 15% replacement with cement to enhance the strength and microstructure of concrete. Experimental analysis comprising of mechanical, and durability tests were performed, and compared. Microstructural analysis comprising of X-ray diffraction (XRD), scanning electron microscopy (SEM), and energy dispersive X-ray spectroscopy (EDS) was performed to study the ITZ of the concrete samples. The inclusion of recycled aggregates did not adhere to much strength enhancement, but their combination with Alccofine has raised the compressive strengths. It is observed that the presence of Alccofine in the concrete design has made it less porous, denser in microstructure, and has achieved rapid strength. The microstructural analysis demonstrates a strong relationship between the thickness of ITZ and cement hydration within the samples of Alccofine. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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Abstract There is a huge demand for aggregates in the concrete industry and consequently; their alternatives have to be identified to replace the conventional ones. This paper presents a comprehensive study of designed concrete mix with its microstructural analysis focusing on the materials’ impact on interfacial transition zone (ITZ). Recycled concrete aggregates were acquired to replace the natural aggregates. Mixture designs were developed with and without recycled aggregates for M20 and M30 grades of concrete. Mineral supplement, Alccofine has been added at 12% and 15% replacement with cement to enhance the strength and microstructure of concrete. Experimental analysis comprising of mechanical, and durability tests were performed, and compared. Microstructural analysis comprising of X-ray diffraction (XRD), scanning electron microscopy (SEM), and energy dispersive X-ray spectroscopy (EDS) was performed to study the ITZ of the concrete samples. The inclusion of recycled aggregates did not adhere to much strength enhancement, but their combination with Alccofine has raised the compressive strengths. It is observed that the presence of Alccofine in the concrete design has made it less porous, denser in microstructure, and has achieved rapid strength. The microstructural analysis demonstrates a strong relationship between the thickness of ITZ and cement hydration within the samples of Alccofine. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstract_unstemmed |
Abstract There is a huge demand for aggregates in the concrete industry and consequently; their alternatives have to be identified to replace the conventional ones. This paper presents a comprehensive study of designed concrete mix with its microstructural analysis focusing on the materials’ impact on interfacial transition zone (ITZ). Recycled concrete aggregates were acquired to replace the natural aggregates. Mixture designs were developed with and without recycled aggregates for M20 and M30 grades of concrete. Mineral supplement, Alccofine has been added at 12% and 15% replacement with cement to enhance the strength and microstructure of concrete. Experimental analysis comprising of mechanical, and durability tests were performed, and compared. Microstructural analysis comprising of X-ray diffraction (XRD), scanning electron microscopy (SEM), and energy dispersive X-ray spectroscopy (EDS) was performed to study the ITZ of the concrete samples. The inclusion of recycled aggregates did not adhere to much strength enhancement, but their combination with Alccofine has raised the compressive strengths. It is observed that the presence of Alccofine in the concrete design has made it less porous, denser in microstructure, and has achieved rapid strength. The microstructural analysis demonstrates a strong relationship between the thickness of ITZ and cement hydration within the samples of Alccofine. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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Influence of Alccofine on interfacial transition zone of recycled aggregates in concrete |
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https://dx.doi.org/10.1007/s41939-024-00434-2 |
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Kondraivendhan, B. Parmar, Nilesh |
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10.1007/s41939-024-00434-2 |
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2024-08-31T05:38:11.970Z |
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| score |
7.4021826 |