Materiały konferencyjne SEP 1992

368 Underground Expłoitatłon School '92 The classificatłon of the dispersed water containing rocks in compliance with the rate of shift. Table 1. Water containingrocks The rated area of particles 2 surface m per lOOg The energy of the J / m Shift rate Classes Groups 1 Pseudo- Shift bodies Pure sands 1 coarse grained 2 medium grained 3 fine grained < 15 18 > 98 weak Shift 1 2 Clay sands 1 powder type 2 various use grain 3 carbon containing 15...30 7... 18 Shift 3 Loss type rocks 1 losses 2 loams 30...40 5. . .7 strong Shift 4 Genuie Shift bodies Clay rocks with fractions 1 clay 2 organie > 40 < 5 super- shift Thus the temperature growth has a positive effect on the stabilization ąuality. The lnvestigations carried out proved that the electrochemical treatment of the loose sediments of a shifting type entalIs the processes similar to the natural diagenesis, namely, the chemical reactions, substances redistrłbutions, the unstable compounds solution due to pH change, change of disperseabi1ity, porosity, humidity, density and structural 1łnks. As a result in only 24... 72 hours the loose sediment is converted into a uniform unsoluble rock with no water filtration, with the hardness under single-axis compression from