FIELD: construction engineering. SUBSTANCE: this is aimed at reducing labour and material spending, cutting work duration period, increasing reliability and durability of consolidated slopes and entire earth structures with ensuring possibility of carrying out operations on slopes of any steepness. According to method, after drilling of bore-holes, inserted into them are standard pipes closed at bottom ends. Installed on each pair of such pipes are movable sleeves which are combined by span-piece provided with pair of rolls having slots for guide members of movable metal platform which carries earth consolidation equipment. Platform is displaced along slope, pair of bore-holes is released, sleeves together with span-piece are removed, pipes are extracted and moved along platform towards its head section. After that, formed in bore-holes are bodies of piles using electrical charges with simultaneous compaction of concrete mix which is filled into bore-holes, also compacted and consolidated is surrounding earth. Then, erected are framework, supporting plates, and earth is additionally filled for creating slope of required steepness, or slopes of other parameters. Platform is made movable and made up of sections interconnected by flexible links and having guide members. Supports are made in the form of pipes located along slope in drilled bore-holes. Seated on each pair of pipes are movable and fixable sleeves connected by span-piece with rollers having slots for guide members of platform sections which carry technological equipment. EFFECT: higher efficiency. 2 cl, 6 dwg
