Method for slope geological disaster treatment and mineral resource recovery

A method for slope geological disaster treatment and mineral resource recovery, comprising the following steps:

• S1:
• dividing a whole mountain top area into a plurality of different treatment sections according to stability coefficients of easy-to-slide areas at top of a mountain (4), wherein each treatment section is further divided into a plurality of treatment segments according to lengths of spans;
• S2:
• selecting an easy-to-slide area at an upper portion of a first treatment segment (1-1) in a first treatment section (1), arranging a plurality of blasting holes (2) disposed vertically and in parallel inside the easy-to-slide area, blasting an easy-to-slide body (3) in a throwing blasting manner to make the easy-to-slide body roll down to a bottom of a slope and piling up the blasted easy-to-slide body that rolls down to the bottom of the slope at bottom of the mountain to form an artificial presser foot, so as to enhance stability of the slope of the mountain (4);
• S3:
• trimming the artificial presser foot to form a regular initial slope bench (5), keeping an upper surface of the initial slope bench (5) flush with a floor of a lowest coal seam (6) to provide a working platform (7) for subsequent coal resource recovery, wherein when a plurality of coal seams exist at the bottom of the mountain, blasting is desirable to be carried out several times respectively and a height of the working platform (7) is desirable to be piled up to be flush with a height of a corresponding coal seam of the plurality of coal seams;
• S4:
• mining coal at the coal seam in a grouped mining adit manner on a working surface of the working platform (7) in a direction toward the coal seam inside the mountain (4):
• excavating rectangular mining adits having a width of 4 m at intervals of 4.5-5 m from one end of the coal seam that is horizontally distributed, wherein a mining length in the same coal seam is determined according to slope stability assessment analysis of influence of the coal seam on location of a sliding surface and a safety coefficient, with a dip angle of the mining adits being consistent with a dip angle of the coal seam, thus primary mining adits (8-1) are excavated, and grouting pipelines (11) are laid in the primary mining adits (8-1);
• S5:
• after mining of the primary mining adits (8-1) is finished, filling the primary mining adits (8-1) with rocks obtained by blasting of the easy-to-slide body (3), blocking openings of the primary mining adits by rubber pipes, injecting cement paste into the primary mining adits (8-1) through the grouting pipelines (11) to cement filling materials into a whole and to achieve wind resistance and water plugging, thus forming closed mining adits;
• S6:
• sequentially excavating secondary mining adits (8-2) at the intervals between the primary mining adits (8-1), with one secondary mining adit (8-2) between every two adjacent primary mining adits (8-1), continuing coal mining, filling with rocks, and injection of paste and cementing in the secondary mining adits in the same manner as in the primary mining adits;
• S7:
• after the coal seams in the first treatment segment (1-1) of the first treatment section (1) are all mined, continuing mining in an adjacent second treatment segment in the same manner as in the first treatment segment;
• and
• S8:
• after mining of the first treatment section (1) is finished, blasting an easy-to-slide body (3) at atop of the mountain of an adjacent second treatment section (12), wherein crushed materials fall to the bottom of the mountain to be piled up to a sub-lowest coal seam (13) with a higher horizontal position to form a new working platform (7), and continuing mining in a first treatment segment (12-1) of the second treatment section on a working surface of the new working platform in the same manner as in the first treatment segment of the first treatment section.