This application relates to a tunnel invert drainage
system, comprising a longitudinal blind
pipe at the tunnel bottom, a vertical blind
pipe at the tunnel bottom, a circumferential blind
pipe, a drainage layer, precast no-fines concrete blocks, a waterproof membrane, a transverse blind pipe, a back-
adhesive waterstop, a centrally embedded
waterstop, and a galvanized steel plate
waterstop. The drainage layer includes self-
adhesive fabric, a drainage membrane, and
geotextile layered sequentially on the initial
support surface; precast no-fines concrete blocks are placed on the longitudinal blind pipes of the low sidewall; the waterproof membrane wraps around the longitudinal blind pipes of the low sidewall and the precast no-fines concrete blocks; the transverse blind pipes are located on both sides of the circumferential construction joint, with drainage holes on both sides of the construction joint, the drainage holes communicating with the transverse blind pipes and the longitudinal blind pipes of the low sidewall; the back-
adhesive waterstop is adhesively bonded to the waterproof membrane; the galvanized steel plate waterstop is fixed at the construction joint and adhesively bonded to the centrally embedded waterstop. This tunnel invert drainage
system enables effective collection and efficient
discharge of
groundwater, thereby effectively reducing
water pressure at the bottom of the invert.