Low-Carbon Foamed Concrete Based on Alkali Residue and GGBS versus Conventional Foamed Concrete: Comparative Experimental ResearchSource: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001::page 04024479-1DOI: 10.1061/JMCEE7.MTENG-18893Publisher: American Society of Civil Engineers
Abstract: This study advocates a low-carbon foamed concrete (FC), termed alkali residue (AR) ground granulated blast furnace slag (GGBS)-based FC (AG-FC). A comprehensive assessment of the macro-micro properties of AG-FC and conventional FC (C-FC) was performed through a series of tests, including a compression test, triaxial test, dry–wet cycle test, freeze–thaw cycle test, scanning electron microscope examination, X-ray diffraction analysis, and thermogravimetric analysis. The findings reveal that AG-FC exhibits excellent mechanical performance, with a 28-day compressive strength exceeding 1.0 MPa. AG-FC is primarily composed of CaCO3, C─ S─ H, Ca(OH)2, and Friedel’s salt (Fs), whereas C-FC is dominated by C─ S─ H, Ca(OH)2, and CaCO3. AG-FC exhibits excellent durability, with a durability coefficient of 0.798–0.87. During dry–wet cycles, the deterioration primarily arises from pore water pressure, pore gas pressure, and temperature stress. During freeze–thaw cycles, the deterioration effects stem from the pore water pressure and frost heaving force. AG-FC exhibits a noteworthy capability to significantly reduce CO2 emissions, accounting for approximately 35%–40% of the emissions produced by C-FC. AG-FC exhibits noteworthy attributes, including cost-effectiveness, low carbon emissions, environmental friendliness, superior mechanical performance, and exceptional durability, making it highly promising for a wide range of applications.
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contributor author | Zhengcheng Wang | |
contributor author | Kai Wu | |
contributor author | Songyu Liu | |
contributor author | Mengyao Li | |
contributor author | Xiang Zhang | |
contributor author | Zhenyang Yuan | |
date accessioned | 2025-04-20T10:31:13Z | |
date available | 2025-04-20T10:31:13Z | |
date copyright | 11/13/2024 12:00:00 AM | |
date issued | 2025 | |
identifier other | JMCEE7.MTENG-18893.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4304879 | |
description abstract | This study advocates a low-carbon foamed concrete (FC), termed alkali residue (AR) ground granulated blast furnace slag (GGBS)-based FC (AG-FC). A comprehensive assessment of the macro-micro properties of AG-FC and conventional FC (C-FC) was performed through a series of tests, including a compression test, triaxial test, dry–wet cycle test, freeze–thaw cycle test, scanning electron microscope examination, X-ray diffraction analysis, and thermogravimetric analysis. The findings reveal that AG-FC exhibits excellent mechanical performance, with a 28-day compressive strength exceeding 1.0 MPa. AG-FC is primarily composed of CaCO3, C─ S─ H, Ca(OH)2, and Friedel’s salt (Fs), whereas C-FC is dominated by C─ S─ H, Ca(OH)2, and CaCO3. AG-FC exhibits excellent durability, with a durability coefficient of 0.798–0.87. During dry–wet cycles, the deterioration primarily arises from pore water pressure, pore gas pressure, and temperature stress. During freeze–thaw cycles, the deterioration effects stem from the pore water pressure and frost heaving force. AG-FC exhibits a noteworthy capability to significantly reduce CO2 emissions, accounting for approximately 35%–40% of the emissions produced by C-FC. AG-FC exhibits noteworthy attributes, including cost-effectiveness, low carbon emissions, environmental friendliness, superior mechanical performance, and exceptional durability, making it highly promising for a wide range of applications. | |
publisher | American Society of Civil Engineers | |
title | Low-Carbon Foamed Concrete Based on Alkali Residue and GGBS versus Conventional Foamed Concrete: Comparative Experimental Research | |
type | Journal Article | |
journal volume | 37 | |
journal issue | 1 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/JMCEE7.MTENG-18893 | |
journal fristpage | 04024479-1 | |
journal lastpage | 04024479-16 | |
page | 16 | |
tree | Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001 | |
contenttype | Fulltext |