consolidation ratio

Approach to Influence of Consolidation Ratio on Liquefaction of Saturated Silt

固结比对饱和粉土液化影响的初步探讨

Effect of the Consolidation Ratio on Saturated Sand Liquidation

固结比对饱和砂土液化的影响研究

Compared the consolidation ratio, degradation degree, the dynamic stress and other factors on the influence in residual deformation parameters.

对于不同降解度的城市固体废弃物，分别利用改进后的适合MSW的残余变形模型对模型参数进行整理，比较了固结比、降解度、动应力等各种因素对残余变形参数的影响。

Experimental research on influence of consolidation ratio on dynamic characteristics of lime-treated soil

固结比对石灰土动力特性的影响试验研究

When over consolidation ratio exceeds 2.5, the relationship of coefficient of static earth pressure and over consolidation ratio is determined to be nonlinear, and expressed with an exponential function.

当超固结比（OCR）超过2.5时，静止土压力系数与超固结比为非线性关系，可用指数函数来近似表示。

Then, the effect of the over-consolidation ratio on the results was analyzed.

并分析了超固结比对结果的影响。

Meanwhile, the influences of lime dosage ratio, consolidation ratio, and frequency on elastic modulus were investigated.

同时还针对掺灰比、固结比以及频率等影响因素进行了深入研究，得出了下列的结论：石灰土的动弹模量随应变水平的变化规律与粘土基本一致；

The relations between initial tangential modulus, confining pressure, over-consolidation ratio 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。

Effect of over consolidation ratio on coefficient of static earth pressure

超固结比对静止土压力系数的影响