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.
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.
并且给出用与切线模量相关的标准确定加工硬化型应力——应变关系曲线的破坏点的方法，提供了利用任意固结度下的应力路径求解不排水抗剪强度的计算式。
The method to ascertain the damage point of process harden type stress-strain curve was shown, and the calculate expression of shear strength used by stress path under random consolidation degree.
提出竖井未打穿软土地基下卧层固结度简化计算方法。
A simplified method for consolidation analysis on soft clay foundation with partially penetrated vertical drains under instantaneous preloading is developed.
采用竖井固结理论计算得到的平均固结度较本文理论的计算结果偏小。
The consolidation degree calculated by the existent theory is smaller than that calculated by the proposed theory in this paper.
采用竖井固结理论计算得到的平均固结度较本文理论的计算结果偏小。
The consolidation degree calculated by the existent theory is smaller than that calculated by the proposed theory in this paper.
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