The invention relates to a method for overcoming tunnel defects, in particular to a method for solving disengagement and
water seepage of an internal arch of a tunnel. The method includes the steps that a detection
radar is utilized for detecting the disengagement position and the position of a
water seepage channel in a damaged tunnel, a grouting hole is obtained by drilling a hole in the surface of a lining of the disengagement position, a grouting
pipe is installed in the grouting hole and extends into the disengagement position, a first grouting hole of which the
diameter is greater than that of an outlet of the
water seepage channel is obtained by drilling a hole in the outlet of the water seepage channel, and a first grouting
pipe is arranged in the first grouting hole in a sealed and matched mode;
grout is injected into the grouting hole and the first grouting hole, the
grout filling situation inside the disengagement position and the water seepage channel is detected in real time through the detection
radar, and grouting is stopped when the disengagement position and the water seepage channel are filled with the
grout; after the grout is solidified and reaches the final strength, multiple longitudinal slots and multiple transverse slots which extend from the outline to the periphery are formed in the surface of the lining; all the slots are filled with grout, the grout is solidified; the disengagement position and the adjacent portions surrounding the disengagement position are fixed and strengthened, and water accumulated in the water seepage channel is drained.