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根据一维固结理论的解析解建立了便于软粘土路堤工程应用的沉降计算反演预测公式 ,利用前期沉降观测信息反演确定计算参数 ,可以进一步对后期任一时刻的沉降、沉降速率以及最终沉降量进行预测。算例分析表明 ,该方法是可行的
According to the analytic solution of the one-dimensional consolidation theory, the formula for predicting the settlement of the soft clay embankment is established, and the calculation parameters are determined by the inversion of the pre-settlement observation information. The settlement, settlement rate, Subsidence forecast. The case study shows that this method is feasible