1) soft clay
软黏土
1.
Evolution of micro pore structure of soft clay and its fractal features under consolidation;
固结条件下软黏土微观孔隙结构的演化及其分形描述
2.
Experimental study on degradation of stiffness of saturated soft clay under undrained cyclic loading;
循环荷载作用下软黏土刚度软化特征试验研究
3.
Elastic viscoplastic constitutive model for K_0-consolidated soft clays;
K_0固结软黏土的弹黏塑性本构模型
2) soft soil
软黏土
1.
The rheology constitutive model of soft soil is constructed.
根据某灰色软黏土的室内流变试验的试验结果,在流变理论的基础上,对软黏土应力应变等时曲线进行分离和分解,分析了土体的流变特性;建立了土体流变的本构模型,并应用最小二乘法和回归分析等数值分析的方法确定模型参数,得出了一些有参考价值的结论。
2.
To facilitate the practical application of nonlinear consolidation theory,some computation tables are prepared based on one-dimensional nonlinear consolidation theory,which can be used in consolidation analyses to take account of nonlinear properties of soft soil both in compressibility and in permeability,and actual distribution of dead weight pressure,as well as time-dependent loading.
为方便非线性固结理论在实际工程中的应用,基于软黏土非线性一维固结理论,给出了能综合考虑软土压缩性和渗透性的非线性特性、自重应力沿深度实际分布、逐渐加荷等影响的软土非线性固结计算若干表格,并通过算例说明了其应用。
3) plastic clay
软质黏土
4) saturated soft clay
饱和软黏土
1.
Treatment of saturated soft clay foundation of the dam by using the vacuum preloading method;
真空预压法处理堤坝饱和软黏土地基
2.
A study on the fractals of saturated soft clay surrounding subway tunnels under dyanmic loads;
地铁振动荷载作用下隧道周围饱和软黏土分形研究
3.
Elastoplastic solution of cylindrical expansion considering disturbed saturated soft clay;
考虑扰动的饱和软黏土圆柱孔扩张弹塑性解
5) Xiaoshan soft clay
萧山软黏土
6) intact soft clay
原状软黏土
1.
Critical properties of intact soft clay under cyclic principal stress rotation;
主应力轴循环旋转下原状软黏土临界性状研究
2.
Experimental study of stress-strain properties of intact soft clay considering the change of principal stress direction
考虑主应力方向变化的原状软黏土应力应变性状试验研究
3.
In order to study the influence of principal stress axis cyclic rotation at low shear stress level on clay′s behavior,a series of experiments of Hangzhou typical intact soft clay were conducted.
为研究低剪应力水平主应力轴循环路径可能对黏土性状产生的影响,以杭州地区典型原状软黏土为对象开展试验研究。
补充资料：软质黏土
分子式：
CAS号：
性质：又称结合黏土。颗粒很细（多数在数微米以下），常集结为松散块状或土状。可塑性较高。在水中易分散。润湿后细粒之间具有较好的结合性能。成型经干燥后能形成坚实的坯体。软质黏土常含有机质，颜色以灰黑居多，也有白、黄、紫色等。它与硬质黏土相比，耐火度较低。主要用作耐火材料的可塑性原料。
CAS号：
性质：又称结合黏土。颗粒很细（多数在数微米以下），常集结为松散块状或土状。可塑性较高。在水中易分散。润湿后细粒之间具有较好的结合性能。成型经干燥后能形成坚实的坯体。软质黏土常含有机质，颜色以灰黑居多，也有白、黄、紫色等。它与硬质黏土相比，耐火度较低。主要用作耐火材料的可塑性原料。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条