The utility model relates to a mine pit backfilling and foundation treatment structure. According to the scheme, the mine pit backfilling and foundation treatment structure comprises a
high polymer gravel three-dimensional reinforcing structure, backfilling soil, a
polyvinyl chloride film, a horizontal drainage
cushion layer, a drainage plate, a disc pit tunnel and an observation marker post. Wherein the disc pit tunnel is formed by spiral
cutting along the pit wall of a mine pit and used for transporting backfill soil and materials, curbs are arranged on the outer side, and stand columns are arranged in the disc pit tunnel; mine pit
tail mud and an external soil body are adopted as backfill soil, and layered paving and rolling and vacuum combined surcharge preloading treatment are carried out; the middle-shallow-layer foundation forms a three-dimensional reinforced structure through criss-cross gravel drainage channels in combination with
high polymer grouting, and the deep-layer foundation achieves vacuum preloading drainage through
polyvinyl chloride film sealing and drainage plates. The problem of
solid waste stockpiling is solved through
tail mud
resource utilization, the construction efficiency is improved by means of the disc pit tunnel, the foundation
bearing capacity is remarkably improved by combining the layered drainage and three-dimensional reinforcement technology, and the method has the advantages of being convenient to construct,
environmentally friendly, economical, high in foundation stability and the like.