The Strength Characterisation of Concrete Made with Alumina Waste Filler

This study covers an in-depth investigation into the properties and practicality of the utilization of up to 40% Alumina Waste Filler (AWF) as a partial Portland Cement (PC) replacement material. AWF is a by-product from the recycling of aluminium, produced when salt slag is smelted and cleaned. Its...
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Autor*in:	Jonathan Oti [verfasserIn] John Kinuthia [verfasserIn] Blessing Adeleke [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2020

Schlagwörter:	sustainable concrete industrial by-products durability mechanical strength permeability isothermal calorimetry

Übergeordnetes Werk:	In: Sustainability - MDPI AG, 2009, 12(2020), 24, p 10235
Übergeordnetes Werk:	volume:12 ; year:2020 ; number:24, p 10235

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3390/su122410235

Katalog-ID:	DOAJ019704380

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allfieldsSound	10.3390/su122410235 doi (DE-627)DOAJ019704380 (DE-599)DOAJ50811b96e4074413b45e058ac29cd3d4 DE-627 ger DE-627 rakwb eng TD194-195 TJ807-830 GE1-350 Jonathan Oti verfasserin aut The Strength Characterisation of Concrete Made with Alumina Waste Filler 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study covers an in-depth investigation into the properties and practicality of the utilization of up to 40% Alumina Waste Filler (AWF) as a partial Portland Cement (PC) replacement material. AWF is a by-product from the recycling of aluminium, produced when salt slag is smelted and cleaned. Its use in concrete will lessen the landfill requirements for AWF disposal, and reduce the strain of the growing requirements and cost of PC. The results obtained from this study showed that the addition of AWF to the concrete mix caused a reduction in the compressive and tensile splitting strength values, and a less-workable concrete was achieved for every increase in the quantity of AWF added to each mix. The addition of AWF influenced the hydration reaction process and reduced the cumulative production of the heat of hydration over time, whilst the permeability of the concrete decreased. sustainable concrete industrial by-products durability mechanical strength permeability isothermal calorimetry Environmental effects of industries and plants Renewable energy sources Environmental sciences John Kinuthia verfasserin aut Blessing Adeleke verfasserin aut In Sustainability MDPI AG, 2009 12(2020), 24, p 10235 (DE-627)610604120 (DE-600)2518383-7 20711050 nnns volume:12 year:2020 number:24, p 10235 https://doi.org/10.3390/su122410235 kostenfrei https://doaj.org/article/50811b96e4074413b45e058ac29cd3d4 kostenfrei https://www.mdpi.com/2071-1050/12/24/10235 kostenfrei https://doaj.org/toc/2071-1050 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 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_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2507 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_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4367 GBV_ILN_4700 AR 12 2020 24, p 10235
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callnumber-first	T - Technology
author	Jonathan Oti
spellingShingle	Jonathan Oti misc TD194-195 misc TJ807-830 misc GE1-350 misc sustainable concrete misc industrial by-products misc durability misc mechanical strength misc permeability misc isothermal calorimetry misc Environmental effects of industries and plants misc Renewable energy sources misc Environmental sciences The Strength Characterisation of Concrete Made with Alumina Waste Filler
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topic_title	TD194-195 TJ807-830 GE1-350 The Strength Characterisation of Concrete Made with Alumina Waste Filler sustainable concrete industrial by-products durability mechanical strength permeability isothermal calorimetry
topic	misc TD194-195 misc TJ807-830 misc GE1-350 misc sustainable concrete misc industrial by-products misc durability misc mechanical strength misc permeability misc isothermal calorimetry misc Environmental effects of industries and plants misc Renewable energy sources misc Environmental sciences
topic_unstemmed	misc TD194-195 misc TJ807-830 misc GE1-350 misc sustainable concrete misc industrial by-products misc durability misc mechanical strength misc permeability misc isothermal calorimetry misc Environmental effects of industries and plants misc Renewable energy sources misc Environmental sciences
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title	The Strength Characterisation of Concrete Made with Alumina Waste Filler
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title_full	The Strength Characterisation of Concrete Made with Alumina Waste Filler
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title_sort	strength characterisation of concrete made with alumina waste filler
callnumber	TD194-195
title_auth	The Strength Characterisation of Concrete Made with Alumina Waste Filler
abstract	This study covers an in-depth investigation into the properties and practicality of the utilization of up to 40% Alumina Waste Filler (AWF) as a partial Portland Cement (PC) replacement material. AWF is a by-product from the recycling of aluminium, produced when salt slag is smelted and cleaned. Its use in concrete will lessen the landfill requirements for AWF disposal, and reduce the strain of the growing requirements and cost of PC. The results obtained from this study showed that the addition of AWF to the concrete mix caused a reduction in the compressive and tensile splitting strength values, and a less-workable concrete was achieved for every increase in the quantity of AWF added to each mix. The addition of AWF influenced the hydration reaction process and reduced the cumulative production of the heat of hydration over time, whilst the permeability of the concrete decreased.
abstractGer	This study covers an in-depth investigation into the properties and practicality of the utilization of up to 40% Alumina Waste Filler (AWF) as a partial Portland Cement (PC) replacement material. AWF is a by-product from the recycling of aluminium, produced when salt slag is smelted and cleaned. Its use in concrete will lessen the landfill requirements for AWF disposal, and reduce the strain of the growing requirements and cost of PC. The results obtained from this study showed that the addition of AWF to the concrete mix caused a reduction in the compressive and tensile splitting strength values, and a less-workable concrete was achieved for every increase in the quantity of AWF added to each mix. The addition of AWF influenced the hydration reaction process and reduced the cumulative production of the heat of hydration over time, whilst the permeability of the concrete decreased.
abstract_unstemmed	This study covers an in-depth investigation into the properties and practicality of the utilization of up to 40% Alumina Waste Filler (AWF) as a partial Portland Cement (PC) replacement material. AWF is a by-product from the recycling of aluminium, produced when salt slag is smelted and cleaned. Its use in concrete will lessen the landfill requirements for AWF disposal, and reduce the strain of the growing requirements and cost of PC. The results obtained from this study showed that the addition of AWF to the concrete mix caused a reduction in the compressive and tensile splitting strength values, and a less-workable concrete was achieved for every increase in the quantity of AWF added to each mix. The addition of AWF influenced the hydration reaction process and reduced the cumulative production of the heat of hydration over time, whilst the permeability of the concrete decreased.
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title_short	The Strength Characterisation of Concrete Made with Alumina Waste Filler
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