The invention discloses a high and
steep slope roadbed reinforcement and gravity type
retaining wall combined supporting structure and a design method, the supporting structure comprises an embankment supporting structure and a drainage
system, the embankment supporting structure comprises a gravity type
retaining wall, the gravity type
retaining wall is arranged on a moderately weathered slate of a slope
toe, a reinforcement area is arranged above the gravity type retaining wall, and the drainage
system is arranged on the gravity type retaining wall. The reinforcement area comprises a non-modified reinforcement area and a modified reinforcement area from inside to outside, and reinforcement materials are laid in the reinforcement area in a layered mode. A reinforced modified soil
cushion layer is horizontally laid between the bottom of the reinforced area and the top of the gravity type retaining wall, and rib materials are laid in the reinforced modified soil
cushion layer in a full-section mode. Identifying a damage mode of overall
instability; and the rib material length and the retaining wall height are optimized according to different failure
modes. Based on the cooperative supporting effect between the modified reinforcement and the gravity type retaining wall, the overall stability of the combined structure is improved, the length of the reinforcement and the height of the retaining wall are optimized, the construction cost is reduced, and the dual purposes of cost saving and
engineering performance optimization are achieved.