The relations between initial tangential modulus, confining pressure, over-consolidationratio and initial void ratio were deduced, and were proved through triaxial compression test.
建立了初始切线模量与围压、超固结比、初始孔隙比之间的关系式，并通过三轴试验进行验证。
2
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。
3
The influence of over-consolidationratio on the critical bearing capacity for strip foundation is less significant.