通过常规方法计算方法，研究软土路基的沉降量、平均固结度及稳定性。
The normal calculation studies the stability, settlement and average degree of consolidation of the soft foundation.
正是如此，本文主要研究了真空预压法处理软土路基时的沉降计算及预测问题。
Therefore, this paper mainly studies settlement calculation and forecast of soft soil subgrade by vacuum preloading.
详细分析了通车前和通车后软土路基的沉降变形特征。
The settlement and deformation behavior of the soft clay subgrade are analyzed in detail before and after the opening to traffic.
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