2016
DOI: 10.15407/mining10.03.046
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Method of simulating rock mass stability in laboratory conditions using equivalent materials

Abstract: Purpose. To determine the qualitative composition of the equivalent material of a laboratory model representing Kryvyi Rih iron-ore basin ground, as well as to develop a method to determine its quantitative composition for the study of the rock mass stability in the laboratory conditions with the geometric scale of similarity 1:200. Methods.Laboratory studies on models with geometric scale of similarity 1:200 allowed to establish the dependence of the initial stress changes on the percentage of the components … Show more

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Cited by 19 publications
(23 citation statements)
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“…To calculate the safe thickness of a crown, the most reasonable are the methods of structural mechanics that are described in recent scientific works [5,6,[44][45][46]. The authors of the works recommend to distinguish among three types of crowns: а -a long thick beam-like plate constrained along the contour; b -a plate constrained along the contour and with fixed corners if its length-towidth ratio equals or exceeds six; c -a plate constrained along the contour and with fixed corners if its length-towidth ratio is less than six.…”
Section: Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…To calculate the safe thickness of a crown, the most reasonable are the methods of structural mechanics that are described in recent scientific works [5,6,[44][45][46]. The authors of the works recommend to distinguish among three types of crowns: а -a long thick beam-like plate constrained along the contour; b -a plate constrained along the contour and with fixed corners if its length-towidth ratio equals or exceeds six; c -a plate constrained along the contour and with fixed corners if its length-towidth ratio is less than six.…”
Section: Resultsmentioning
confidence: 99%
“…These ore bodies are mined applying surface and underground methods. Underground methods are used to mine rich iron ores with iron content of 57-65% applying stoping systems and bulk caving of ore and overlying rock in proportion of 55% to 45% [5][6][7][8]. Most of underground mines prefer stoping with pillar caving.…”
Section: Introductionmentioning
confidence: 99%
“…Изучены физические свойства горных пород и новые гипотезы о горном давлении с учетом оценки степени устойчивости обнажений, выявления закономерностей их деформирования и разрушения, увязки извлечения руд и пород во времени и пространстве, определения параметров конструктивных элементов систем разработки, способов крепления и соответствующих типов крепи. Приняты во внимание промышленные, лабораторные и теоретические исследования, проанализированы и обобщены результаты исследований по стандартным и разработанным методикам [2].…”
Section: Introductionunclassified
“…Совокупность техногенных факторов стала причиной неконтролируемого самообрушения массива висячего бока от места ведения добычных работ до земной поверхности, сопровождаемого техногенным горным ударом и локальным землетрясением. Кроме значительных убытков от разрушения вентиляционного ствола, автомобильных дорог и стоянок, а также остановки шахты на 3 мес, катастрофа привела к человеческим жертвам [2].…”
Section: Introductionunclassified
“…Порядок проведення лабораторних досліджень та методика вибору складів для моделювання на еквівалентних матеріалах досить повно розглянута в роботах М.І. Ступніка [1,[3][4][5]…”
unclassified