This invention discloses a prefabricated vertical shaft foundation reinforcement
system and construction method for shield tunnels in soft soil strata, relating to the field of vertical shaft foundation reinforcement technology. The
system includes an external retaining
system forming a water-stop curtain to prevent water and
soil infiltration. The foundation reinforcement system comprises a first reinforcement structure and a second reinforcement structure, which work together to reinforce the foundation around the shaft, strengthening the soft soil around the shaft and increasing the
bearing capacity of the foundation. This prevents local settlement of the foundation under shaft pressure, avoiding shaft tilting, deformation, and segment
cracking. A load-bearing and anti-
buoyancy structure extends through the first and second reinforcement structures to the stable strata below the shaft, and the reinforcement system is subjected to overall stress through a shaft opening ring beam, ensuring overall stability of the shaft. This system can adapt to extreme working conditions of large-
diameter prefabricated vertical shafts in complex terrains such as riverbanks, water-rich areas, and soft soil.