Analysis of the Stability of Reinforced Soil Retaining Walls Based on the Uncertainty Global Coefficient of the Action Model
The uncertainty global coefficient FSUNC of the action model is a parameter in the design of reinforced soil retaining wall in the Tansar Design Manual.At this stage,this parameter is not set in the design of relevant specifications in China.Relying on a secondary highway reconstruction and expansion project in Shanxi Jinzhong area,GEO5 software is used to calculate the influence of this parameter value on the overall stability of reinforced soil retaining wall under different filling heights,and combined with the results of the calculation to put forward the relevant recommendations and to provide reference for the design of reinforced soil retaining wall.
reinforced soil retaining wallsfill slopesretaining wall designstability analysisuncertainty global coefficient of the action modelsecurity reserve
万方数据
维普
