一、前言对于交通、铁路等部门来说,加筋土支挡结构墙后填土面上常有不同超载作用。这些超载对支挡结构的力学性状有什么影响?国内外现有的一些计算方法是否符合实际情况?这是人们十分关心的问题。本文提供了为此完成的模型试验、有限元计算和分析研究成果。 I. Preface For transportation, railway and other departments, there are often different overloading effects on the filling surface of the reinforced earth-retaining structure wall. What are the effects of these overloads on the mechanical properties of the retaining structure? Are some of the existing calculation methods at home and abroad in line with the actual situation? This is a matter of great concern to people. This article provides the model tests, finite element calculations and analytical studies completed for this purpose.