1) unsaturated low-permeability clay
非饱和低渗透黏土
1.
Nonlinear flow law and consolidation in unsaturated low-permeability clays
非饱和低渗透黏土非线性渗流定律与固结
2) unsaturated clay
非饱和黏土
1.
A series of triaxial tests were carried out using double-cell triaxial system for unsaturated soils to investigate the behavior of volume change,yield and strength of unsaturated clays.
利用双压力室非饱和三轴仪,进行非饱和黏土脱湿、等吸力固结和排水剪切试验,研究非饱和黏土的体变、屈服和强度特性,结果表明:在低吸力范围内,非饱和黏土在脱湿过程中的体积收缩呈弹塑性体变性状,验证了非饱和土本构模型中SI屈服曲线的存在;在等吸力固结试验中,黏土固结屈服应力随着吸力增加而增加,LC屈服曲线呈二次抛物线变化,固结压力的增长比基质吸力的增长对体变性状的影响效应要大。
3) Saturated soil permeability Kfs
土壤饱和渗透率
4) unsaturated clay
非饱和黏性土
1.
The electrical resistivity characteristics of unsaturated clayey Soil;
非饱和黏性土的电阻率特性及其试验研究
5) unsaturated red clay
非饱和红黏土
1.
Research of general triaxial test for unsaturated red clay
非饱和红黏土三轴试验研究
6) unsaturated hydraulic conductivity
非饱和渗透系数
1.
) On the same condition of density,water retention curve and unsaturated hydraulic conductivity were determined with multistep outflow method in laborato.
在保证容重相同条件下,用多步出流法实验室测定扰动样品水分特征曲线和非饱和渗透系数。
补充资料:非想非非想处天
1.佛教语。即三界中无色界第四天。此天没有欲望与物质﹐仅有微妙的思想。
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