 
ABSTRACT
Experience of construction and operation of shafts in Donbass shows, that more 
than 15 % of mining outputs carry out and sustain in a close conditions 
stipulated by availability of geologic violations (approximately 80 
% of such productions fall layer). The disturbance of mining layers will 
increase in a direction west-to-east, thus an expansion of the productions 
bolstered in zones of geologic violations, variates about 8 % up to 
22 %.
Eastern carboniferous areas of Donbass are defined by diversification of kinds 
of geologic disturbance. The soul interest in this plan represents 
the area Gukovo-Zverevsky occupying one master places in basin on production of 
anthracites. Its industrial value is determined by major reserves of 
quality power-station coals.
Characteristic violations are thrusts, resets, uplifts, 
scours, injection-blow-mouldings, riser pads, scissions and turns of stratum. It 
is necessary to mark, that there are combinations of geologic violations 
of miscellaneous kinds. 
In catchment areas of geologic violations slowing down of passing 
in 2-3 times and increase of costs at realization and repair of productions in 
1,5-2,5 times that is stipulated, primarily, by the considerable breaking-downs 
with an altitude up to 4 m in forefront of a yield, by the bound with an 
intensive fracturing of a rock mass is marked.
From total amount of geologic violations most the considerable are 
fissures.
In conditions of fissures 50 % of mining outputs, including 68 % sheet 
which are conducted in geologic violations are sustained 
approximately, and specific weight of fissures in costs of repair reaches 70 %. 
Thus, it is possible to assert, that a urgency of scientific probes, 
directed on the substantiation of ways of stabilization of development workings 
in the composite geological conditions, it is doubtless. 
The complex of plump probes is dedicated development of scientifically 
reasonable technique of definition of resistance of development workings, 
parameters fix also guarding in a catchment area of disjunctive 
tectonic disturbances, and also to drawing up of special programs of calculation 
of the indicated parameters on a computer according to a designed technique.
Magister activity is dedicated development of ways and a means of guarding 
and fastening of development workings, staggered by disjunctive geologic violations. 
The purpose of activity - the substantiation of ways of stabilization of 
development workings in the composite geological conditions (in zones of a 
disjunctive disturbance of a rock mass).
The idea of activity consists of a comprehensive approach to problem solving 
selection of ways of fastening and maintenance of development workings in a 
catchment area disjunctive geologic violation on the basis of study 
of geomechanic relations of a condition of hills and action of supports with 
allowance for influences on activity of stopes.
Research techniques. At fulfilment of activity the complex method of 
probes including methods of mathematical statistics and a theory of 
probabilities, correlation and regression the analysis, analytical probes of a 
tense - strained state and resistance of adjoining rocks in the composite 
geological conditions, mining tool supervision, 
application of the modern methods of computer simulation of the rock mass 
located under an extraction influence and geologic factors, complicating 
conditions of maintenance of development workings, development of new methods of 
calculation of parameters of fastening and guarding of productions 
and their feasibility report utilised.
Outcomes of made activity
- The analytical relations are received, permitting to predict 
an expected homoplasty of a yield in a catchment area of disjunctive geologic 
violations, depending on parameters of a breakage and geological 
conditions of operation of a yield, and with allowance for extraction influences.
- It is revealed, that on an expansion of a catchment area of fissure the 
greatest influence is rendered with an angle of incidence of a fissure, an angle 
of meeting of a slaughter of a yield with a plane of an extension and almost 
depth of an arrangement of a yield and a modulus of elasticity of adjacent 
strata does not affect.
- It is established, that on an altitude of distribution 
of a zone of inelastic deformations of roof rock the greatest influence renders 
an angle of incidence of a fissure and mechanical properties of rocks of a roof 
covering (modulus of elasticity).
- It is determined, that the altitude of distribution of a zone of 
inelastic deformations of roof rock in a trailing downside exceeds on 30 + 40 % 
an altitude of distribution of a zone of inelastic deformations - 
in a lying downside.
- On the basis of received relations and scientific rules 
the design procedure of optimal technological parameters of fastening and guarding of development workings, staggered is developed by 
fissures at which their maintenance at all stages of operation is ensured. The 
technique differs from earlier known knowledge not only use content the writer 
of relations but also alternative designing on a computer with application of complex economic evaluation of efficacyy of designed scientific 
rules.
Scientific and practical value:
- Detection of the factors influential in selection of parameters fix also 
guarding of development workings in a catchment area of 
disjunctive geologic violations;
- Development of a design procedure of technological parameters fix also 
guarding of development workings in a catchment area of 
disjunctive geologic violations.