The invention discloses a grooving construction method for a seepage interception wall of a total rock stratum tailing reservoir, the method is suitable for a fully weathered to slightly weathered rock stratum and a
quartz vein development stratum, and the method comprises the following steps: S1, guide wall construction: constructing a
reinforced concrete guide wall at the axis position of the seepage interception wall; s2,
interlocking type main hole drilling is conducted, specifically, a large-aperture down-the-hole
drill is adopted, and partition-wall-free
interlocking type main hole drilling operation is conducted in the guide wall; the
interlocking type main hole drilling means that no rock-soil partition wall is reserved between every two adjacent main holes; s3, circular
pile casing supporting is conducted, specifically, in the drilling process of the down-the-hole
drill in the step S2, a plurality of long
pile casings are adopted to be matched with drilling operation; a hydraulic square
drill bit is arranged, crescent rock
mass left on the two sides of the groove wall is
cut and trimmed, and the flat groove wall is formed; s5, staged tank cleaning: the tank cleaning operation is divided into a rough cleaning stage and a fine cleaning stage; and S6, wall body concrete pouring is conducted, specifically, wall body concrete pouring is conducted through an under-bare-water pouring technology, and
vibration compensation is conducted in the wall top area.