Comparison of Seismic Design Codes between China and the United States for Reinforced Soil Retaining Walls

作者：XU Peng,TIAN Hongcheng,JIANG Guanlu,WANG Zhimeng

摘要：Because of its excellent seismic performance, reinforced soil retaining walls are increasingly used in civil engineering. Although many countries have published corresponding design codes, the differences between them are still relatively large. Using the FHWA Code and the Code for Seismic Design of Railway Engineering (CSDRE), stability calculations of reinforced soil retaining walls were carried out and the similarities and differences between these two design codes were analyzed. According to the comparative analysis, the following conclusions are drawn: the inertia force, the earth pressure and the tensile force of reinforcements calculated from the CSDRE are less than those from the FHWA Code, and the safety factor calculated from the former is larger. Although the M-O method is recommended to calculate the dynamic earth pressure, the FHWA Code suggests a higher action point as compared to the CSDRE.

发文机构：School of Civil Engineering Key Laboratory of High-Speed Railway Engineering China Railway Eryuan Engineering Group Co. Ltd.

关键词：SEISMICperformanceReinforcedsoilretainingWALLINERTIAFORCEEarthpressureTENSILEFORCE

分类号： P[天文地球]