The invention provides a
railway engineering rigid panel reinforced soil
retaining wall aseismic design method, which belongs to the technical field of roadbed
engineering, and comprises the following steps of: determining design conditions of a reinforced soil
retaining wall, determining a structural form and used materials of the reinforced soil
retaining wall, preliminary design of the reinforced soil retaining wall is carried out; based on a double-wedge theory, calculating a rib material
strength design value of the reinforced earth retaining wall and a
resultant force applied behind the reinforced earth retaining wall, checking and calculating safety,
usability and repairability, judging whether the reinforced earth retaining wall meets performance requirements required by design or not according to checking and calculating results, if yes, performing detailed design of the reinforced earth retaining wall, and if not, returning to preliminary design of the reinforced earth retaining wall. The problems that an existing
railway engineering rigid panel reinforced earth retaining wall only controls strength and stability in design and lacks
deformation control standards and aseismic design, so that large-scale application in high-speed
railway engineering with
millimeter-level
deformation control and high-intensity earthquake areas is difficult are solved.