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根据Merchant一维黏弹性固结理论解析解，建立了路堤软土地基主、次固结沉降的简化反演预测计算公式，并提出了便于工程应用的动态反演预测分析方法．算例分析表明，该方法是可行的．
According to the analytical solution of one-dimensional viscoelastic consolidation theory of Merchant, a simplified inversion prediction formula for the settlement of main and secondary consolidation of embankment in soft ground was established and a dynamic inversion prediction and analysis method for engineering application was proposed. The case study shows that this method is feasible.