New Insights into Cement-Soil Mixtures with the Addition of Fluidized Bed Furnace Bottom Ashes

This research is the result of work on implementing a closed-loop economy in geotechnics, which aligns with the broader concept of a circular economy in construction by promoting the use of waste materials and reducing environmental impact. The research presented in the article focuses on the use of...

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Main Authors: Grzegorz Piotr Kaczmarczyk, Daniel Wałach
Format: Article
Language:English
Published: MDPI AG 2024-12-01
Series:Applied Sciences
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Online Access:https://www.mdpi.com/2076-3417/14/24/11878
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author Grzegorz Piotr Kaczmarczyk
Daniel Wałach
author_facet Grzegorz Piotr Kaczmarczyk
Daniel Wałach
author_sort Grzegorz Piotr Kaczmarczyk
collection DOAJ
description This research is the result of work on implementing a closed-loop economy in geotechnics, which aligns with the broader concept of a circular economy in construction by promoting the use of waste materials and reducing environmental impact. The research presented in the article focuses on the use of fluidized bed furnace bottom ashes, a by-product of coal combustion in fluidized bed boilers, in the production of cement-soil jet grouting slabs. Samples were analyzed for their structural and mechanical properties to assess their suitability for geotechnical applications. The mixtures were distinguished between those using CEM I and those using CEM II. Mixes based on two types of cements had an additional division based on the amount of additives: reference mix, 5% ash, 15% ash, and 10% ash + 5% microsilica. The conducted experiments aim to determine the physico-mechanical parameters of the new mixtures, highlighting the potential of these materials in mining and geotechnical technologies. The research took into account the impact of time over a period of two years for mortars and 28 days for cement-soil. The authors’ studies included determining the compressive strength, bending strength, and imaging using computed tomography. Computed tomography allowed imaging of the internal structure and porosity analysis. Employing CEM II as the primary binding material slows early strength gain, but adding microsilica significantly enhances strength, compaction, and durability. Despite improved properties, CT imaging revealed increased cracking in mixtures with CEM II, indicating reduced water tightness and highlighting areas for further study.
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spelling doaj-art-cbc43f616f804a9ebcfe543425319a7d2024-12-27T14:08:38ZengMDPI AGApplied Sciences2076-34172024-12-0114241187810.3390/app142411878New Insights into Cement-Soil Mixtures with the Addition of Fluidized Bed Furnace Bottom AshesGrzegorz Piotr Kaczmarczyk0Daniel Wałach1Department of Geomechanics, Civil Engineering and Geotechnics, The Faculty of Civil Engineering and Resource Management, AGH University of Krakow, Al. Mickiewicza 30, 30-059 Cracow, PolandDepartment of Geomechanics, Civil Engineering and Geotechnics, The Faculty of Civil Engineering and Resource Management, AGH University of Krakow, Al. Mickiewicza 30, 30-059 Cracow, PolandThis research is the result of work on implementing a closed-loop economy in geotechnics, which aligns with the broader concept of a circular economy in construction by promoting the use of waste materials and reducing environmental impact. The research presented in the article focuses on the use of fluidized bed furnace bottom ashes, a by-product of coal combustion in fluidized bed boilers, in the production of cement-soil jet grouting slabs. Samples were analyzed for their structural and mechanical properties to assess their suitability for geotechnical applications. The mixtures were distinguished between those using CEM I and those using CEM II. Mixes based on two types of cements had an additional division based on the amount of additives: reference mix, 5% ash, 15% ash, and 10% ash + 5% microsilica. The conducted experiments aim to determine the physico-mechanical parameters of the new mixtures, highlighting the potential of these materials in mining and geotechnical technologies. The research took into account the impact of time over a period of two years for mortars and 28 days for cement-soil. The authors’ studies included determining the compressive strength, bending strength, and imaging using computed tomography. Computed tomography allowed imaging of the internal structure and porosity analysis. Employing CEM II as the primary binding material slows early strength gain, but adding microsilica significantly enhances strength, compaction, and durability. Despite improved properties, CT imaging revealed increased cracking in mixtures with CEM II, indicating reduced water tightness and highlighting areas for further study.https://www.mdpi.com/2076-3417/14/24/11878fluidized bed furnace bottom ashescement-soil mixturesCT
spellingShingle Grzegorz Piotr Kaczmarczyk
Daniel Wałach
New Insights into Cement-Soil Mixtures with the Addition of Fluidized Bed Furnace Bottom Ashes
Applied Sciences
fluidized bed furnace bottom ashes
cement-soil mixtures
CT
title New Insights into Cement-Soil Mixtures with the Addition of Fluidized Bed Furnace Bottom Ashes
title_full New Insights into Cement-Soil Mixtures with the Addition of Fluidized Bed Furnace Bottom Ashes
title_fullStr New Insights into Cement-Soil Mixtures with the Addition of Fluidized Bed Furnace Bottom Ashes
title_full_unstemmed New Insights into Cement-Soil Mixtures with the Addition of Fluidized Bed Furnace Bottom Ashes
title_short New Insights into Cement-Soil Mixtures with the Addition of Fluidized Bed Furnace Bottom Ashes
title_sort new insights into cement soil mixtures with the addition of fluidized bed furnace bottom ashes
topic fluidized bed furnace bottom ashes
cement-soil mixtures
CT
url https://www.mdpi.com/2076-3417/14/24/11878
work_keys_str_mv AT grzegorzpiotrkaczmarczyk newinsightsintocementsoilmixtureswiththeadditionoffluidizedbedfurnacebottomashes
AT danielwałach newinsightsintocementsoilmixtureswiththeadditionoffluidizedbedfurnacebottomashes