Effect of over consolidation ratio on coefficient of static earth pressure

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

The significance and prospect for the application of plastic drain boards to soft-soil foundation in the northeast cold areas are analysed in terms of degree of consolidation and settlement curve.

通过对固结度以及沉降曲线的分析来说明塑料排水板法处理东北寒区软土地基的重要意义和应用前景。

Based on the results, some special properties are systematically analyzed: ( 1) the influence of initial consolidation on stress-strain curve;

通过试验成果系统分析可得：（1）初始固结度对应力–应变关系的影响；

Study on the Consolidation Theory of Composite Ground with Granular Columns

散体材料桩复合地基固结理论研究

Consolidation Theory of Unsaturated Soil Based on the Theory of Mixture(ⅰ)

非饱和土固结的混合物理论（Ⅰ）

Research of One-dimensional Consolidation Theory Considering Nonlinear Characteristics of Soil

考虑土体非线性特性的一维固结理论研究

The present situation of research and application of dynamic consolidation theory of soft soil

软土动力固结理论研究及应用的现状

Study on Initial Condition and Boundary Conditions of Large Deformation Consolidation Theory

大变形固结计算模型及定解条件的探讨

The General Development of Consolidation Theory Under Considering Its Rheological Characteristics

食品流变添加剂考虑土体流变性状的固结理论发展综述

Analytical Study on Consolidation Theory of Composite Ground under Complicated Conditions

复杂条件下复合地基固结解析理论研究

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。