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
The relations between initial tangential modulus, confining pressure, over-consolidationratio and initial void ratio were deduced, and were proved through triaxial compression test.