The former is of opinion that the boundary of Karst-groundwater system in research area is in consonance with the boundary of "Tong-Pu-He Subsystem of Karst Groundwater" in East Wei Bei.

This is in consonance with their being polygamous.

在此作品中有无更多的和协音程或是不和协的？

Reaction with microorganism and crude oil may reduce viscosity of crude oil. Extent of reduction is in consonance with growth rhythm of microorganism.

微生物与原油作用，可降低原油粘度，原油粘度的下降幅度与微生物的生长特征一致。

It is shown that viscoelastic properties predicted by calculation are in consonance with the experimental results.

根据这个方法计算得到的聚合物的粘弹性质与实验结果相一致。

The Word of God is in consonance with evidence.

上帝的话与是乎合证据的。

Overall Process Cost Control In Consonance With International Cost

与国际接轨的全过程造价控制

Study on Eutectic Point and Consolute Point of Frozen-Dried Bananas

冻干香蕉共晶点和共熔点的研究

Mathematical description of consolidation test

固结试验的数学描述

Consolidation test and Study on the treatment of dredge fill with cement and lime

生石灰和水泥混合处理吹填土的试验研究

On methods of consolidation test on mucky cohesive soil in Shanghai area

上海地区淤泥质粘性土固结试验方法探讨

Example Analysis of Dynamic Consolidation Test on the Foundation of Dust Storage Field of a Power Plant

某电厂储灰场地基强夯试验实例分析

Consolidation Test and Study on the Treatment of Dredger Fill with Cement

水泥加固吹填土试验研究

Discussion on the Experienced Modified Coefficients for Fast Consolidation Test

快速法固结试验经验修正系数的探讨

Consolidation test is the method to study on one-dimensional deformation of soil.

固结试验是研究土体一维变形的测试方法。

Effect of the Consolidation Ratio on Saturated Sand Liquidation

固结比对饱和砂土液化的影响研究

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

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

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。

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

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；

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。