An analysis of existing methods and means to improve the sustainability of reused development workings has been made. to protect the workings on the border with the goaf permanent artificial fences should be used: organ rows, bushes of racks, bonfires made of sleeper timber filled with rock, bonfires with an organ row, organ rows with a rubble strip, supports of high strength and limited compliance, etc. and portable protective supports made of metal friction struts, hydraulic struts, etc. The following factors are accepted as influencing factors: the presence of zones of increased rock pressure; strength characteristics of the rocks of the roof and soil of the formation and their thickness; structure and water saturation of rocks; landing step of the main roof; the presence of disjunctive geological disturbances; lava movement speed; power characteristics of the lining of the excavation. The output parameters are: the magnitude of the heaving of the formation soil, the deformation of the elements of the lining of the mine working; breaks in the interlocks of the support, displacement of the working contour in the vertical and horizontal plane, displacement of the side arched legs into the working cavity, etc. All these parameters were considered from the point of view of the need to invest in the development of material and labor costs to bring it into an acceptable operational condition. The nature of the pressure distribution depends on the extracted thickness of the reservoir, for example, the displacement and convergence of roof and soil rocks with an increase in reservoir thickness from 1.0 to 2.0 m increase, on average, by 10-20%. The results of the analysis indicate more "heavy" conditions for maintaining the workings, formed behind the lava by 1.3-2.5 times and reused 1.7-3.5 times compared to the undercut and workings made in the coal massif.