Then, the effect of the over-consolidationratio on the results was analyzed.
并分析了超固结比对结果的影响。
2
The influence of over-consolidationratio on the critical bearing capacity for strip foundation is less significant.
超固结比对条形地基临界荷载的影响较小。
3
When the consolidationratio is the same, the effect of failure criterion on the dynamic shear strength would reduce with the failure time of vibration increasing.