2022
DOI: 10.37614/2949-1185.2022.1.2.013
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Model patterns of changes in hydrogeomechanical state of the mining waste storage barrier

Abstract: Model features of overcompaction of soils of the enclosing dam and alluvial deposits in the tailings storage were revealed, Model regularities of changes in hydrogeomechanical state of the dam have been established, which determine its mechanical and filtration stability, Definitely, with an unfavorable combination of the soil parameters of the barrier dam, stationary filtration can be transformed into the hydrodynamics of the watercourse and erosion of the dam.

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Cited by 2 publications
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“…Much attention is paid to the study of filtration-deformation processes occurring in the enclosing tailings dam and determining its reliability [2,[7][8][9]. At the same time, one of the main tasks of research in order to ensure the filtration stability of the enclosing tailings dam is to assess the degree of water filtration through its body at different positions of the depression surface of groundwater in the tailings dam HTS [10][11][12][13][14][15].…”
Section: Introductionmentioning
confidence: 99%
“…Much attention is paid to the study of filtration-deformation processes occurring in the enclosing tailings dam and determining its reliability [2,[7][8][9]. At the same time, one of the main tasks of research in order to ensure the filtration stability of the enclosing tailings dam is to assess the degree of water filtration through its body at different positions of the depression surface of groundwater in the tailings dam HTS [10][11][12][13][14][15].…”
Section: Introductionmentioning
confidence: 99%
“…6). В качестве примеров полученных результатов можно привести: оценку фильтрационной и механической устойчивости ограждающих дамб, локализацию переувлажненных зон грунтов и формирующихся фильтрационных каналов, выявление механизма инфильтрации и формирования зон механической суффозии [5]. На карьере рудника «Железный» Ковдорского ГОКа был определён механизм инфильтрации воды из накопителя промышленных стоков, реализующийся в формировании зон повышенных водотоков в насыпной ограждающей дамбе, с выходом на рабочий борт карьера [3].…”
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