Furthermore, the effects of verticalconsolidation, radial consolidation and sand drained foundation on the sensitivity of uncertainty are investigated.
竖向固结系数与水平向固结系数间的互相关性对砂井地基固结的概率特性有一定程度的影响。
2
The results indicate the distribution pattern of verticalconsolidation coefficient influence greatly on the probability calculation of degree of consolidation.
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。
3
It is found that the central design coefficient is a decreasing function of the variation coefficient of verticalconsolidation coefficient and is an increasing function of probability of failure.