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Vol 165
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Research article
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About one method of calculation of the stressed state of coal and roof at development of hollow coal seams

A. P. Gospodarikov1
S. V. Vasilev2
M. A. Zatsepin3
S. E. Mansurova4
About authors
  • 1 — G.V. Plekhanov Saint Petersburg Mining Institute
  • 2 — G.V. Plekhanov Saint Petersburg Mining Institute
  • 3 — G.V. Plekhanov Saint Petersburg Mining Institute
  • 4 — G.V. Plekhanov Saint Petersburg Mining Institute
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The rock in a rock mass is in a tense equilibrium. This equilibrium is usually broken when mining operations are stopped. There are many theories related to rock pressure in the stoping zone. Obviously, the solution of problems on this subject is associated with the study of deformation and dislocation processes of rocks in the workings and mine shaft. Since it is difficult to conduct grandiose full-scale experiments, these problems have to be solved by new developed methods, which are very universal and informative.

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  1. Господариков А.П. Нелинейное деформирование слоистого породного массива с учетом обжатия по вертикали / Санкт-Петербургский горный ин-т. СПб, 1999. 93 с.
  2. Господариков А.П. Алгоритм расчета слоистого массива для прогноза напряженного состояния кровли угольного пласта в зоне очистных работ / А.П.Господариков, С.В.Васильев, М.А.Зацепин // Записки Горного института. 2003. Т.155 (1). С.160-164.

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