The invention relates to the technical field of structural design of hydraulic structures, in particular to a structural design method of a permeable lining segment of a high-pressure hydraulic tunnel, which comprises the following steps: calculating the seam opening amount of a segment lining before a sealing
gasket fails, judging whether a seam sealing
gasket fails or not, and if the seam sealing
gasket does not fail, calculating the
structural stress when the seam sealing gasket does not fail; otherwise, the interaction force between the lining and the surrounding rock when the segmental lining and the grouting ring are not separated is calculated according to the hydraulic power and the displacement continuous condition, then the combined bearing state of the segmental lining, the grouting ring and the surrounding rock is judged, and the
structural stress before and after the lining and the grouting ring are separated is calculated according to the judgment result. The invention provides a water-permeable lining
segment structure design method capable of reflecting the influence of a consolidation grouting ring on the stress of a lining structure, and the defect that a segment lining tunnel cannot bear high internal
water pressure under the existing hydraulic tunnel segment lining
surface force design concept is overcome.