The invention relates to an active unloading
sheet pile revetment reinforcement design method and structure, and belongs to the technical field of
revetment reinforcement. Channel parameters and soil mechanical characteristics are measured, design reinforcement piles with the same height as original
pile foundations are arranged on the back edge of a
revetment, and a
pile spacing calculation formula is established based on the
soil arching effect; the
load sharing ratio of the reinforcing
pile is controlled and designed by adjusting the pile
diameter; the reinforcing structure designed through the method comprises prestressed sheet piles, a bearing platform, designed reinforcing piles, a gravity type
retaining wall, a slope protection
surface layer, a concrete coping, an original mud surface line and a designed mud surface line, the pile
diameter and the pile distance of the designed reinforcing piles are dynamically adjusted according to the dredging depth, and the thicker a dredging soil layer is, the larger the soil pressure is, the larger the pile
diameter is, and the denser the distance is. An original revetment upper structure does not need to be dismantled, the construction period is greatly shortened, and resource waste is reduced; the front line of the revetment does not move forwards, and use of an existing navigable
water area is not affected; the construction mode is flexible, land
dry land or water construction can be selected according to surrounding conditions, the construction period is short, the speed is high, and the construction cost is low.