A curtain grouting reinforcement method for a tunnel group in a deep backfill area, and a reinforcement
effect assessment method. The reinforcement method comprises the following steps: S1, calibrating hole positions according to design; S2, mounting a drilling rig; S3, drilling holes; S4, burying orifice pipes; S5, performing grouting; S6, sealing the holes; and S7, performing the next drilling and grouting cycle. Investment saving and safe and efficient construction are achieved, tunnel surrounding rocks can be fully reinforced,
engineering geological conditions are improved, tunnel cavern stability is good, and ground surface settlement is small. The reinforcement
effect assessment method comprises an inspection-
hole drilling method, multi-wave and multi-component
engineering seismograph inspection, assessment based on a high-definition drilling video, assessment based on soil and stone mixture parameter changes before and after grouting, etc., such that multi-angle comprehensive analysis can be achieved, grouting reinforcement
effect assessment is more accurate, and a curtain grouting effect assessment
system is further improved, thereby providing research ideas for inspecting and assessing the grouting effect in soil-rock mixed backfill areas.