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    Static and Cyclic Liquefaction of Copper Mine Tailings

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 005::page 04023021-1
    Author:
    Luis Vergaray
    ,
    Jorge Macedo
    ,
    Cody Arnold
    DOI: 10.1061/JGGEFK.GTENG-10661
    Publisher: American Society of Civil Engineers
    Abstract: Motivated by recent failures of tailings storage facilities (TSFs) around the globe, the tailings community is actively working to better understand the mechanical behavior of mine tailings. This study presents a geotechnical characterization (at both the laboratory and field scales) of copper mine tailings from a TSF located in an area with high seismicity, which makes assessing their response to static loading (e.g., static liquefaction) and earthquake-induced demands (e.g., cyclic-induced liquefaction) of primary importance. We discuss relevant aspects in the behavior of the examined mine tailings, including compressibility, stiffness, and the liquefaction (static and cyclic) response. Salient findings include the following: (1) the void index concept appears to characterize the compressibility of mine tailings regardless of ore source; (2) the stiffness-confinement dependence for the examined tailings contrasts with typical sand models; (3) theoretical particle size distributions that promote packing are useful for understanding trends in the location of the critical state line; (4) the examined tailings can experience static and cyclic liquefaction regardless of fine contents (insights on the observed responses are shared); (5) commonly used strain-based criteria are not robust enough to identify the cyclic liquefaction onset, thus we propose different criteria based on mechanistic descriptors; (6) the cyclic response of the examined tailings is affected by coupled stress-compressibility effects and their postliquefaction response fit within the expected response of natural silty soils; and (7) our assessment of state-of-practice liquefaction triggering procedures, in the context of the recently proposed ΔQ method, suggests a comparable performance for the tailings examined in this study. In addition, a soil behavior index (IC) of 2.9 is consistent with the ΔQ=20 as suggested in the literature for assessing liquefaction susceptibility of the examined tailings.
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      Static and Cyclic Liquefaction of Copper Mine Tailings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4292690
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    contributor authorLuis Vergaray
    contributor authorJorge Macedo
    contributor authorCody Arnold
    date accessioned2023-08-16T19:03:26Z
    date available2023-08-16T19:03:26Z
    date issued2023/05/01
    identifier otherJGGEFK.GTENG-10661.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292690
    description abstractMotivated by recent failures of tailings storage facilities (TSFs) around the globe, the tailings community is actively working to better understand the mechanical behavior of mine tailings. This study presents a geotechnical characterization (at both the laboratory and field scales) of copper mine tailings from a TSF located in an area with high seismicity, which makes assessing their response to static loading (e.g., static liquefaction) and earthquake-induced demands (e.g., cyclic-induced liquefaction) of primary importance. We discuss relevant aspects in the behavior of the examined mine tailings, including compressibility, stiffness, and the liquefaction (static and cyclic) response. Salient findings include the following: (1) the void index concept appears to characterize the compressibility of mine tailings regardless of ore source; (2) the stiffness-confinement dependence for the examined tailings contrasts with typical sand models; (3) theoretical particle size distributions that promote packing are useful for understanding trends in the location of the critical state line; (4) the examined tailings can experience static and cyclic liquefaction regardless of fine contents (insights on the observed responses are shared); (5) commonly used strain-based criteria are not robust enough to identify the cyclic liquefaction onset, thus we propose different criteria based on mechanistic descriptors; (6) the cyclic response of the examined tailings is affected by coupled stress-compressibility effects and their postliquefaction response fit within the expected response of natural silty soils; and (7) our assessment of state-of-practice liquefaction triggering procedures, in the context of the recently proposed ΔQ method, suggests a comparable performance for the tailings examined in this study. In addition, a soil behavior index (IC) of 2.9 is consistent with the ΔQ=20 as suggested in the literature for assessing liquefaction susceptibility of the examined tailings.
    publisherAmerican Society of Civil Engineers
    titleStatic and Cyclic Liquefaction of Copper Mine Tailings
    typeJournal Article
    journal volume149
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-10661
    journal fristpage04023021-1
    journal lastpage04023021-11
    page11
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 005
    contenttypeFulltext
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