通过常规计算方法，进行稳定验算、沉降和固结度计算。
The normal calculation studies stability, settlement and average degree of consolidation of the soft foundation.
探讨了单一砂井双面排水情况下软土地基的平均固结度计算方法，提出了固结度计算的新的修正方法，对软土地基内路基设计具有一定的指导意义。
The calculation method of average sand drain and the new modified method are discussed. The results can serve as a guide to subgrade design of soft ground.
分析结果显示竖向固结系数的分布类型对固结度的概率计算有较大的影响。
The results indicate the distribution pattern of vertical consolidation coefficient influence greatly on the probability calculation of degree of consolidation.
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