2023
DOI: 10.1007/s11771-023-5261-4
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Understanding water inrush hazard of weak geological structure in deep mine engineering: A seepage-induced erosion model considering tortuosity

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Cited by 22 publications
(6 citation statements)
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“…Additionally, the mechanical properties of deep-buried rock mass are evidently different from that of superficial rock mass [7,8]. High-intensity deep coal mining inevitably causes disasters, e.g., rockbursts, water inrush, coal and gas outbursts, and roof-fall accidents [9][10][11][12][13][14][15][16]. Mining-induced disasters destroy underground structures and equipment and threaten the safety of underground workers.…”
Section: Introductionmentioning
confidence: 99%
“…Additionally, the mechanical properties of deep-buried rock mass are evidently different from that of superficial rock mass [7,8]. High-intensity deep coal mining inevitably causes disasters, e.g., rockbursts, water inrush, coal and gas outbursts, and roof-fall accidents [9][10][11][12][13][14][15][16]. Mining-induced disasters destroy underground structures and equipment and threaten the safety of underground workers.…”
Section: Introductionmentioning
confidence: 99%
“…Mine water inrushes represent a significant geological hazard in underground mining [1,2]. In the context of underwater and subsea mining operations, a protective isolation layer of a specified thickness is conventionally employed as a safety barrier to segregate the mining zone from the surrounding aquatic environment [3,4].…”
Section: Introductionmentioning
confidence: 99%
“…The creep model is predominantly employed to characterize the creep behavior of loosely consolidated soft rock, which is limited by its inherent strength [12]. The non-Darcy hydraulic properties and deformation behaviors of such weakly cemented rock structures, like broken gauges, were studied through laboratory, theoretical, and in-situ aspects [13,14]. The long-term mechanical properties of a weakly cemented rock mass were also studied by carrying out creep tests under different initial confining pressures, and the creep behavior of the weakly cemented rock mass was further explained [15,16].…”
Section: Introductionmentioning
confidence: 99%