The invention relates to the technical field of seepage prediction in
subsea tunnel engineering, and discloses a
subsea tunnel
water seepage amount prediction method under the grouting reinforcement effect, and the method comprises the following steps: S1, defining a
physical model which is used for describing the seepage behavior of a
subsea tunnel under the grouting reinforcement condition; s2, analyzing an
aquifer area of the fractured rock
mass; s3, the grouting circle area is analyzed; and S4, carrying out
coupling solution and output, and according to the flow continuity condition on the outer boundary of the grouting ring, analyzing and decoupling the
aquifer region and the grouting ring region. According to the method, non-linear seepage under the high water head condition is described in the
aquifer area through the I zbash law, meanwhile, linear seepage in a low-permeability medium is reflected in the grouting circle area through the
Darcy law, and the characteristic difference of media in different areas and the non-linear seepage effect of fractured rock
mass under the high water head are considered; and the accuracy of predicting the
water seepage amount of the subsea tunnel under the complicated geological conditions of high water head, high-permeability fractured rock
mass and the like is improved.