1992
DOI: 10.1007/bf00847320
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Problems of stability of the wall rock in the working of deep coal seams

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Cited by 6 publications
(6 citation statements)
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“…Instability may be caused by the distributed surface dead load and the reaction of the adjoining rocks defined by (1.2) and (1.3). The author and V. N. Chekhov [7,8] proposed an approach to solving three-dimensional linearized stability problems for rocks in the face area of a stope at high seam depths. Two classes of problems were considered: (i) stability of a coal seam under variable compressive abutment pressure and (ii) stability of bottom and roof rocks in the face area under compressive tectonic loads acting along the strike and the reaction, perpendicular to the strike, of interacting lining and rock.…”
Section: )mentioning
confidence: 99%
“…Instability may be caused by the distributed surface dead load and the reaction of the adjoining rocks defined by (1.2) and (1.3). The author and V. N. Chekhov [7,8] proposed an approach to solving three-dimensional linearized stability problems for rocks in the face area of a stope at high seam depths. Two classes of problems were considered: (i) stability of a coal seam under variable compressive abutment pressure and (ii) stability of bottom and roof rocks in the face area under compressive tectonic loads acting along the strike and the reaction, perpendicular to the strike, of interacting lining and rock.…”
Section: )mentioning
confidence: 99%
“…are generalized and systematized in the monographs [2,31,58,87]. A quantitative analysis of these phenomena was carried out much later.…”
mentioning
confidence: 99%
“…In particular, the three-dimensional linearized theory of stability with the assumption of small and finite subcritical strains was first used in [10,24] to formulate and find approaches to solve such problems. A three-dimensional theory of stability of mine…”
mentioning
confidence: 99%