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1)  saturated clay
饱和黏土
1.
Dynamic shear modulus and damping ratio of saturated clay;
饱和黏土动剪切模量与阻尼比的试验研究
2.
Experimental study on shearing deformation behavior of saturated clay under cyclic stress;
循环应力下饱和黏土剪切变形特性试验研究
3.
Coupling cyclic tests on saturated clay under different waveforms;
不同波形下饱和黏土耦合循环剪切特性的对比研究
2)  saturated clays
饱和黏土
1.
Study on undrained shear behavior and hyperbolic stress-strain relationship of saturated clays;
饱和黏土不排水剪切特性及双曲线模型
3)  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
4)  saturated cohesive soil
饱和黏性土
1.
Effect of vibration frequency on dynamic properties of saturated cohesive soil;
振动频率对饱和黏性土动力特性的影响
5)  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。
6)  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
补充资料:(C14-18-饱和、C16-18-不饱和)脂肪酸钾盐
CAS:68002-80-2
分子式:C14-18 and C16-18-Unsaturated alkylcarboxylic acid potassium salts

中文名称:(C14-18-饱和、C16-18-不饱和)脂肪酸钾盐;牛油脂肪酸钾皂

英文名称:Fatty acids, C14-18 and C16-18-unsatd., potassium salts
C14-18 and C16-18-Unsaturated alkylcarboxylic acid, potassiumsalt
fatty acids, c14-18 and c16-18-unsatd., potassiumsalts
Fatty acids,C14-18 and C16-18-unsatd.,potassium salts
C14-18 and C16-18-Unsaturated alkylcarboxylic acid,potassiumsalt
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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