The utility model relates to the technical field of port and waterway
engineering and water conservancy and
hydropower engineering, and aims to provide a filling reclamation soft foundation dike structure which comprises a drainage
cushion layer, a plurality of plastic drainage plates and a dike body
ridge body, the drainage
cushion layer is used for being laid on a soft foundation, the lower ends of the plastic drainage plates penetrate through the drainage
cushion layer to enter the soft foundation, and the lower ends of the plastic drainage plates penetrate through the drainage cushion layer to enter the dike body
ridge body. At least multiple
layers of geotechnical reinforced sand bags are laid on the drainage cushion layer to form a bag body structure, the side, located on the upstream side, of the bag body structure is a slope, the dike body edge body is arranged on the bag body structure, and inverted filter
layers are arranged on the surfaces of the sides, located on the upstream side, of the geotechnical reinforced sand bags and the dike body edge body. And
land reclamation materials are filled on the inner sides of the geotechnical reinforced sand bags and the
levee body prisms. The causeway structure has the advantages that the occupied area of the outer side of the causeway is obviously reduced, the
land reclamation area is effectively increased, the land economic benefit is improved, and the causeway project cost is reduced.