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S. I. Zapreev (1961)
Determining the interval and character of caving of overlying rocks in the entry slice in the combined system of working with flexible metal canopies
K. A. Ardashev (1959)
Model studies of functioning of ANP supports at different seam gradients
S. T. Kuznetsov (1959)
Temporary technical specifications for planning metal, individual, composite, and aggregate supports for level seams in the Kuzbass
ROCK MECHANICS AND ROCK PRESSURE INTERACTION OF SUPPORTS AND SURROUNDING STRATA IN THICK COAL SEAMS IN THE KUZNETSK COALFIELD S. I. Zapreev and A. K. Kovrizhin UDC 622.281.002.5+622.831(571.17) Mechanized mining in thick seams is greatly hampered by difficult natural conditions and lack of knowledge of the nature of rock pressure. The seams in the Kuznetsk coalfield can be divided into three structural types: weak, moderately hard, and extremely hard. This classification is based on the cavability of the rock, which depends on the strength properties of the predominant component and the rock's structural characteristics. Rock pressure phenomena in faces with powered supports are similar to those in faces with conventional supports, though some quantitative difference is observed. The chief features of roof deformation and rock pressure manifestations are as follows. The caving intervals of the sUata differ, and they increase with the strength of the roof strata. For weak rocks the caving interval in the roof at present-day rates of face advance (as much as 1.0-1.5 m/day) is 10-12 m for the first caving, and for subse- qnent cavings 4-6 m; for rocks of average hardness these figures are 18-20 and 6-8 m respectively, and for hard (strong) rocks
Journal of Mining Science – Springer Journals
Published: Sep 1, 2006
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