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    Mechanical and Microstructural Properties of Cemented Paste Backfill with Chloride-Free Antifreeze Additives in Subzero Environments

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006::page 04023148-1
    Author:
    Yibo Zhou
    ,
    Mamadou Fall
    DOI: 10.1061/JMCEE7.MTENG-14931
    Publisher: American Society of Civil Engineers
    Abstract: Cement paste backfill (CPB) is an innovative technology of recycling mine waste (tailings) into construction materials to increase mine safety and productivity and promote sustainable mining. However, the application of CPB technology in mines located in cold or permafrost areas has been difficult due to freezing temperatures. These subzero temperatures can cause fresh CPB to freeze while being transported through the pipelines, which has significant financial implications for the mine. To overcome these problems, antifreeze additives are added to the CPB during its mixing or preparation to enhance the rheological properties of fresh CPB. The addition of antifreeze additives in CPB is an inexpensive and easy-to-operate method currently known to ensure its smooth delivery in subzero environments. But the mechanical and microstructural characteristics of CPB with chloride-free antifreeze additives in subzero conditions are not well understood. Therefore, this study experimentally examined the mechanical (strength, deformation behavior) and microstructural properties of CPB containing chloride-free antifreeze additives and cured under subzero conditions. Three kinds of chloride-free antifreeze (calcium nitrate, calcium nitrite, and urea) with different concentrations (0, 5, 15, and 35  g/L) were separately added to the CPB samples curing at different subzero environments (−1°C, −6°C, and −12°C) for different ages (7, 28, 60, and 90 days). The uniaxial compressive strength (UCS) tests, a series of microstructural (XRD, MIP, DT/DTG, SEM) analyses and monitoring (suction, volumetric water content) experiments of CPB were performed. The obtained results showed that the addition of antifreeze weakened the mechanical properties of CPB. Furthermore, the UCS of CPB was significantly affected by the antifreeze type, antifreeze concentration and subzero curing temperature. The findings in this research will support the successful application of antifreeze cemented backfill technology in cold regions.
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      Mechanical and Microstructural Properties of Cemented Paste Backfill with Chloride-Free Antifreeze Additives in Subzero Environments

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    contributor authorYibo Zhou
    contributor authorMamadou Fall
    date accessioned2023-08-16T19:15:08Z
    date available2023-08-16T19:15:08Z
    date issued2023/06/01
    identifier otherJMCEE7.MTENG-14931.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292999
    description abstractCement paste backfill (CPB) is an innovative technology of recycling mine waste (tailings) into construction materials to increase mine safety and productivity and promote sustainable mining. However, the application of CPB technology in mines located in cold or permafrost areas has been difficult due to freezing temperatures. These subzero temperatures can cause fresh CPB to freeze while being transported through the pipelines, which has significant financial implications for the mine. To overcome these problems, antifreeze additives are added to the CPB during its mixing or preparation to enhance the rheological properties of fresh CPB. The addition of antifreeze additives in CPB is an inexpensive and easy-to-operate method currently known to ensure its smooth delivery in subzero environments. But the mechanical and microstructural characteristics of CPB with chloride-free antifreeze additives in subzero conditions are not well understood. Therefore, this study experimentally examined the mechanical (strength, deformation behavior) and microstructural properties of CPB containing chloride-free antifreeze additives and cured under subzero conditions. Three kinds of chloride-free antifreeze (calcium nitrate, calcium nitrite, and urea) with different concentrations (0, 5, 15, and 35  g/L) were separately added to the CPB samples curing at different subzero environments (−1°C, −6°C, and −12°C) for different ages (7, 28, 60, and 90 days). The uniaxial compressive strength (UCS) tests, a series of microstructural (XRD, MIP, DT/DTG, SEM) analyses and monitoring (suction, volumetric water content) experiments of CPB were performed. The obtained results showed that the addition of antifreeze weakened the mechanical properties of CPB. Furthermore, the UCS of CPB was significantly affected by the antifreeze type, antifreeze concentration and subzero curing temperature. The findings in this research will support the successful application of antifreeze cemented backfill technology in cold regions.
    publisherAmerican Society of Civil Engineers
    titleMechanical and Microstructural Properties of Cemented Paste Backfill with Chloride-Free Antifreeze Additives in Subzero Environments
    typeJournal Article
    journal volume35
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-14931
    journal fristpage04023148-1
    journal lastpage04023148-10
    page10
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006
    contenttypeFulltext
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