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

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。

Study on In-situ Measurement of Soil Consolidation and Permeability Characteristics and Its Applications

软土的固结和渗透特性原位测试理论研究及应用

An Effective Algorithm for Soil Consolidation Analysis

土体固结分析的一种有效算法

Simulating Saturated Soil Consolidation with Heat Field Analysis by Finite Element Method

模拟饱和土固结的有限元热力场分析

Precise Numerical Solution of Soil Consolidation Effect and Its Possible Engineering Application

土壤的固结效应及精细积分数值求解

Analysis on characteristics of microstructure change during marine soft soil consolidation

海积软土固结过程中微观结构变化特征分析

The results show that the material basis is unstable geomorphology, shallow soil, coarse particles of soil, gravel, poor soil consolidation, erodible soil.

结果表明：地质、地貌不稳定，土层浅薄，土壤颗粒粗化、石砾化，土壤固结力差，抗冲蚀力弱，是草地退化的物质基础；

Nonlinear finite element analysis for saturated soil consolidation

饱和土壤固结非线性有限元分析

Research on influence of secondary consolidation on compression time curve

次固结沉降对压缩时间曲线的影响研究