通过对一工程实例的数值计算，分析固结和流变的综合作用对地基变形的影响，并对工后沉降进行了预测。
Through a practical example, the effects on foundation deformation caused by the interaction of its consolidation and viscosity are analyzed and settlement in the future is predicted.
计算结果表明，常规方法低估地基的瞬时沉降，夸大地基的固结沉降。
The calculation result shows that the routine methods underestimate the immediate settlement, and overestimate the consolidation settlement.
对堆载预压和真空预压加固中软土地基固结沉降计算值的合理修正方法作了分析和探讨。
A reasonable method to modify the calculated settlement of soft clayey foundation in superload and vacuum preloading consolidation is analyzed and discussed in this paper.
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