To maintain the stability of soft rock tunnels, the research team proposed a support scheme involving “floor grouting + floor anchors + sealing material”. This scheme incorporates a new sealing material with excellent mechanical properties, airtightness, and cost-effectiveness. To develop the sealing material, a series of proportioning tests and optimization designs were conducted to investigate how various experimental factors influence material performance. Based on these experiments, a regression prediction model was established to reveal the characteristics of factor interactions and determine the optimal mix ratio. Practical engineering validation confirmed that this support scheme effectively controls floor heave in soft rock tunnels.