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在考虑软土地基的固结和土体的非线性应力应变关系的基础上,利用有限元的数值方法对加筋路堤的受力性状和破坏机理进行了分析。分析结果表明,加筋可以减少路堤的均匀和不均匀沉降,并能增加路堤的稳定性
Based on the consolidation of soft soil foundation and the nonlinear stress-strain relationship of soil, the mechanical behavior and failure mechanism of reinforced embankment are analyzed by the numerical method of finite element method. The analysis results show that the reinforcement can reduce the uniform and uneven settlement of the embankment and increase the stability of the embankment