The binding properties of cementitious materials using circulating fluidized bed co-fired fly ash and pulverised coal fly ash

This study aims to investigate the binding properties of co-fired fly ash (CFFA) in paste and mortar specimens. Paste specimens containing various CFFA proportions (25%, 50%, 75%, 100% by weight of cement) were conducted and evaluated using setting time tests, water demand tests and compressive stre...
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Autor*in:	Lin Wei-Ting [verfasserIn] Cheng An [verfasserIn] Łach Michał [verfasserIn] Miernik Krzysztof [verfasserIn] Korniejenko Kinga [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch ; Französisch

Erschienen:	2020

Übergeordnetes Werk:	In: MATEC Web of Conferences - EDP Sciences, 2013, 322, p 01003(2020)
Übergeordnetes Werk:	volume:322, p 01003 ; year:2020

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.1051/matecconf/202032201003

Katalog-ID:	DOAJ070152594

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allfields	10.1051/matecconf/202032201003 doi (DE-627)DOAJ070152594 (DE-599)DOAJ1c8c1356c2e54e9ea8db79312955708a DE-627 ger DE-627 rakwb eng fre TA1-2040 Lin Wei-Ting verfasserin aut The binding properties of cementitious materials using circulating fluidized bed co-fired fly ash and pulverised coal fly ash 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study aims to investigate the binding properties of co-fired fly ash (CFFA) in paste and mortar specimens. Paste specimens containing various CFFA proportions (25%, 50%, 75%, 100% by weight of cement) were conducted and evaluated using setting time tests, water demand tests and compressive strength tests. Mortar specimens containing various CFFA and Pulverised coal fly ash (PCFA) proportions (10%, 20%, 30% by weight of cement) were also conducted and compared with regard to flowability and compressive strength. The test results indicated that the water demand increased as the amount of CFFA replacement increased on the flow level at 110±3%; this is due to the higher ignition loss (L.O.I.). Higher L.O.I. values mean that there are more unburned carbon particles in the CFFA and that most of these carbon particles are porous. The compressive strength of mortar specimens decreased as the amount of CFFA replacement increased. Compared to the chemical compositions of cement (C3S, C2S), the main components of CFFA (Ca(OH)2, CaCO3, CaO) have lower crystalline strength and compactness. Therefore, the higher amount of CFFA replacement would inevitably cause a reduction of the cement contents of specimens, thereby reducing the compressive strength of the mortar specimens. Thus, an appropriate amount of superplasticiser and CFFA replacement in the mixture is useful with regard to the binding properties of cementitious materials. Engineering (General). Civil engineering (General) Cheng An verfasserin aut Łach Michał verfasserin aut Miernik Krzysztof verfasserin aut Korniejenko Kinga verfasserin aut In MATEC Web of Conferences EDP Sciences, 2013 322, p 01003(2020) (DE-627)720166209 (DE-600)2673602-0 2261236X nnns volume:322, p 01003 year:2020 https://doi.org/10.1051/matecconf/202032201003 kostenfrei https://doaj.org/article/1c8c1356c2e54e9ea8db79312955708a kostenfrei https://www.matec-conferences.org/articles/matecconf/pdf/2020/18/matecconf_matbud2020_01003.pdf kostenfrei https://doaj.org/toc/2261-236X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 322, p 01003 2020
spelling	10.1051/matecconf/202032201003 doi (DE-627)DOAJ070152594 (DE-599)DOAJ1c8c1356c2e54e9ea8db79312955708a DE-627 ger DE-627 rakwb eng fre TA1-2040 Lin Wei-Ting verfasserin aut The binding properties of cementitious materials using circulating fluidized bed co-fired fly ash and pulverised coal fly ash 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study aims to investigate the binding properties of co-fired fly ash (CFFA) in paste and mortar specimens. Paste specimens containing various CFFA proportions (25%, 50%, 75%, 100% by weight of cement) were conducted and evaluated using setting time tests, water demand tests and compressive strength tests. Mortar specimens containing various CFFA and Pulverised coal fly ash (PCFA) proportions (10%, 20%, 30% by weight of cement) were also conducted and compared with regard to flowability and compressive strength. The test results indicated that the water demand increased as the amount of CFFA replacement increased on the flow level at 110±3%; this is due to the higher ignition loss (L.O.I.). Higher L.O.I. values mean that there are more unburned carbon particles in the CFFA and that most of these carbon particles are porous. The compressive strength of mortar specimens decreased as the amount of CFFA replacement increased. Compared to the chemical compositions of cement (C3S, C2S), the main components of CFFA (Ca(OH)2, CaCO3, CaO) have lower crystalline strength and compactness. Therefore, the higher amount of CFFA replacement would inevitably cause a reduction of the cement contents of specimens, thereby reducing the compressive strength of the mortar specimens. Thus, an appropriate amount of superplasticiser and CFFA replacement in the mixture is useful with regard to the binding properties of cementitious materials. Engineering (General). Civil engineering (General) Cheng An verfasserin aut Łach Michał verfasserin aut Miernik Krzysztof verfasserin aut Korniejenko Kinga verfasserin aut In MATEC Web of Conferences EDP Sciences, 2013 322, p 01003(2020) (DE-627)720166209 (DE-600)2673602-0 2261236X nnns volume:322, p 01003 year:2020 https://doi.org/10.1051/matecconf/202032201003 kostenfrei https://doaj.org/article/1c8c1356c2e54e9ea8db79312955708a kostenfrei https://www.matec-conferences.org/articles/matecconf/pdf/2020/18/matecconf_matbud2020_01003.pdf kostenfrei https://doaj.org/toc/2261-236X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 322, p 01003 2020
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allfieldsGer	10.1051/matecconf/202032201003 doi (DE-627)DOAJ070152594 (DE-599)DOAJ1c8c1356c2e54e9ea8db79312955708a DE-627 ger DE-627 rakwb eng fre TA1-2040 Lin Wei-Ting verfasserin aut The binding properties of cementitious materials using circulating fluidized bed co-fired fly ash and pulverised coal fly ash 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study aims to investigate the binding properties of co-fired fly ash (CFFA) in paste and mortar specimens. Paste specimens containing various CFFA proportions (25%, 50%, 75%, 100% by weight of cement) were conducted and evaluated using setting time tests, water demand tests and compressive strength tests. Mortar specimens containing various CFFA and Pulverised coal fly ash (PCFA) proportions (10%, 20%, 30% by weight of cement) were also conducted and compared with regard to flowability and compressive strength. The test results indicated that the water demand increased as the amount of CFFA replacement increased on the flow level at 110±3%; this is due to the higher ignition loss (L.O.I.). Higher L.O.I. values mean that there are more unburned carbon particles in the CFFA and that most of these carbon particles are porous. The compressive strength of mortar specimens decreased as the amount of CFFA replacement increased. Compared to the chemical compositions of cement (C3S, C2S), the main components of CFFA (Ca(OH)2, CaCO3, CaO) have lower crystalline strength and compactness. Therefore, the higher amount of CFFA replacement would inevitably cause a reduction of the cement contents of specimens, thereby reducing the compressive strength of the mortar specimens. Thus, an appropriate amount of superplasticiser and CFFA replacement in the mixture is useful with regard to the binding properties of cementitious materials. Engineering (General). Civil engineering (General) Cheng An verfasserin aut Łach Michał verfasserin aut Miernik Krzysztof verfasserin aut Korniejenko Kinga verfasserin aut In MATEC Web of Conferences EDP Sciences, 2013 322, p 01003(2020) (DE-627)720166209 (DE-600)2673602-0 2261236X nnns volume:322, p 01003 year:2020 https://doi.org/10.1051/matecconf/202032201003 kostenfrei https://doaj.org/article/1c8c1356c2e54e9ea8db79312955708a kostenfrei https://www.matec-conferences.org/articles/matecconf/pdf/2020/18/matecconf_matbud2020_01003.pdf kostenfrei https://doaj.org/toc/2261-236X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 322, p 01003 2020
allfieldsSound	10.1051/matecconf/202032201003 doi (DE-627)DOAJ070152594 (DE-599)DOAJ1c8c1356c2e54e9ea8db79312955708a DE-627 ger DE-627 rakwb eng fre TA1-2040 Lin Wei-Ting verfasserin aut The binding properties of cementitious materials using circulating fluidized bed co-fired fly ash and pulverised coal fly ash 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study aims to investigate the binding properties of co-fired fly ash (CFFA) in paste and mortar specimens. Paste specimens containing various CFFA proportions (25%, 50%, 75%, 100% by weight of cement) were conducted and evaluated using setting time tests, water demand tests and compressive strength tests. Mortar specimens containing various CFFA and Pulverised coal fly ash (PCFA) proportions (10%, 20%, 30% by weight of cement) were also conducted and compared with regard to flowability and compressive strength. The test results indicated that the water demand increased as the amount of CFFA replacement increased on the flow level at 110±3%; this is due to the higher ignition loss (L.O.I.). Higher L.O.I. values mean that there are more unburned carbon particles in the CFFA and that most of these carbon particles are porous. The compressive strength of mortar specimens decreased as the amount of CFFA replacement increased. Compared to the chemical compositions of cement (C3S, C2S), the main components of CFFA (Ca(OH)2, CaCO3, CaO) have lower crystalline strength and compactness. Therefore, the higher amount of CFFA replacement would inevitably cause a reduction of the cement contents of specimens, thereby reducing the compressive strength of the mortar specimens. Thus, an appropriate amount of superplasticiser and CFFA replacement in the mixture is useful with regard to the binding properties of cementitious materials. Engineering (General). Civil engineering (General) Cheng An verfasserin aut Łach Michał verfasserin aut Miernik Krzysztof verfasserin aut Korniejenko Kinga verfasserin aut In MATEC Web of Conferences EDP Sciences, 2013 322, p 01003(2020) (DE-627)720166209 (DE-600)2673602-0 2261236X nnns volume:322, p 01003 year:2020 https://doi.org/10.1051/matecconf/202032201003 kostenfrei https://doaj.org/article/1c8c1356c2e54e9ea8db79312955708a kostenfrei https://www.matec-conferences.org/articles/matecconf/pdf/2020/18/matecconf_matbud2020_01003.pdf kostenfrei https://doaj.org/toc/2261-236X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 322, p 01003 2020
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callnumber-first	T - Technology
author	Lin Wei-Ting
spellingShingle	Lin Wei-Ting misc TA1-2040 misc Engineering (General). Civil engineering (General) The binding properties of cementitious materials using circulating fluidized bed co-fired fly ash and pulverised coal fly ash
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topic_title	TA1-2040 The binding properties of cementitious materials using circulating fluidized bed co-fired fly ash and pulverised coal fly ash
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title	The binding properties of cementitious materials using circulating fluidized bed co-fired fly ash and pulverised coal fly ash
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title_full	The binding properties of cementitious materials using circulating fluidized bed co-fired fly ash and pulverised coal fly ash
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title_sort	binding properties of cementitious materials using circulating fluidized bed co-fired fly ash and pulverised coal fly ash
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title_auth	The binding properties of cementitious materials using circulating fluidized bed co-fired fly ash and pulverised coal fly ash
abstract	This study aims to investigate the binding properties of co-fired fly ash (CFFA) in paste and mortar specimens. Paste specimens containing various CFFA proportions (25%, 50%, 75%, 100% by weight of cement) were conducted and evaluated using setting time tests, water demand tests and compressive strength tests. Mortar specimens containing various CFFA and Pulverised coal fly ash (PCFA) proportions (10%, 20%, 30% by weight of cement) were also conducted and compared with regard to flowability and compressive strength. The test results indicated that the water demand increased as the amount of CFFA replacement increased on the flow level at 110±3%; this is due to the higher ignition loss (L.O.I.). Higher L.O.I. values mean that there are more unburned carbon particles in the CFFA and that most of these carbon particles are porous. The compressive strength of mortar specimens decreased as the amount of CFFA replacement increased. Compared to the chemical compositions of cement (C3S, C2S), the main components of CFFA (Ca(OH)2, CaCO3, CaO) have lower crystalline strength and compactness. Therefore, the higher amount of CFFA replacement would inevitably cause a reduction of the cement contents of specimens, thereby reducing the compressive strength of the mortar specimens. Thus, an appropriate amount of superplasticiser and CFFA replacement in the mixture is useful with regard to the binding properties of cementitious materials.
abstractGer	This study aims to investigate the binding properties of co-fired fly ash (CFFA) in paste and mortar specimens. Paste specimens containing various CFFA proportions (25%, 50%, 75%, 100% by weight of cement) were conducted and evaluated using setting time tests, water demand tests and compressive strength tests. Mortar specimens containing various CFFA and Pulverised coal fly ash (PCFA) proportions (10%, 20%, 30% by weight of cement) were also conducted and compared with regard to flowability and compressive strength. The test results indicated that the water demand increased as the amount of CFFA replacement increased on the flow level at 110±3%; this is due to the higher ignition loss (L.O.I.). Higher L.O.I. values mean that there are more unburned carbon particles in the CFFA and that most of these carbon particles are porous. The compressive strength of mortar specimens decreased as the amount of CFFA replacement increased. Compared to the chemical compositions of cement (C3S, C2S), the main components of CFFA (Ca(OH)2, CaCO3, CaO) have lower crystalline strength and compactness. Therefore, the higher amount of CFFA replacement would inevitably cause a reduction of the cement contents of specimens, thereby reducing the compressive strength of the mortar specimens. Thus, an appropriate amount of superplasticiser and CFFA replacement in the mixture is useful with regard to the binding properties of cementitious materials.
abstract_unstemmed	This study aims to investigate the binding properties of co-fired fly ash (CFFA) in paste and mortar specimens. Paste specimens containing various CFFA proportions (25%, 50%, 75%, 100% by weight of cement) were conducted and evaluated using setting time tests, water demand tests and compressive strength tests. Mortar specimens containing various CFFA and Pulverised coal fly ash (PCFA) proportions (10%, 20%, 30% by weight of cement) were also conducted and compared with regard to flowability and compressive strength. The test results indicated that the water demand increased as the amount of CFFA replacement increased on the flow level at 110±3%; this is due to the higher ignition loss (L.O.I.). Higher L.O.I. values mean that there are more unburned carbon particles in the CFFA and that most of these carbon particles are porous. The compressive strength of mortar specimens decreased as the amount of CFFA replacement increased. Compared to the chemical compositions of cement (C3S, C2S), the main components of CFFA (Ca(OH)2, CaCO3, CaO) have lower crystalline strength and compactness. Therefore, the higher amount of CFFA replacement would inevitably cause a reduction of the cement contents of specimens, thereby reducing the compressive strength of the mortar specimens. Thus, an appropriate amount of superplasticiser and CFFA replacement in the mixture is useful with regard to the binding properties of cementitious materials.
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title_short	The binding properties of cementitious materials using circulating fluidized bed co-fired fly ash and pulverised coal fly ash
url	https://doi.org/10.1051/matecconf/202032201003 https://doaj.org/article/1c8c1356c2e54e9ea8db79312955708a https://www.matec-conferences.org/articles/matecconf/pdf/2020/18/matecconf_matbud2020_01003.pdf https://doaj.org/toc/2261-236X
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up_date	2024-07-04T02:01:29.273Z
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The binding properties of cementitious materials using circulating fluidized bed co-fired fly ash and pulverised coal fly ash

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