1) unsaturated intact loess
非饱和原状黄土
1.
To study the distribution characteristics and formation mechanism of earth pressure of unsaturated intact loess slope and the seepage properties of water in the unsaturated intact loess slope,a series of experiments were done,such as slope cutting and water immersion text at slope top.
本文以非饱和原状黄土高边坡为研究对象,对原有边坡进行削坡和坡顶浸水试验,研究非饱和原状黄土边坡的土压力分布特征、产生机理和水在非饱和原状黄土边坡中的渗透特性以及对土压力影响变化分布特征。
2) saturated original loess
饱和原状黄土
1.
The main subject of this test is the structure characteristics of the saturated original loess.
本文以饱和原状黄土的结构性为主要研究对象。
3) intact saturated loess
原状饱和黄土
4) Unsaturated Loess
非饱和黄土
1.
Research on soil-water characteristic curve of unsaturated loess;
非饱和黄土土水特征曲线的研究
2.
Variation characteristics of soil structure of unsaturated loess under different stress paths;
不同应力路径下非饱和黄土的结构变化特性
3.
Experiment on water-air permeability of unsaturated loess;
非饱和黄土水-气渗透性试验研究
5) unsaturated loess medium
非饱和黄土介质
1.
It is found that retardation coefficient, R d, of 85 Sr in unsaturated loess medium is not constant and increases with water content, θ , according to analyzing and fitting to the results obtained from the field tracer migration and laboratory simulation tests.
通过对现场示踪试验和实验室模拟实验结果的分析和拟合发现 ,85Sr在非饱和黄土介质中的延迟系数Rd 并非常数 ,它随土壤含水量θ的增加而增大 ;而且 ,Rd 随θ的变化趋势也与常用公式计算的结果相反。
6) unsaturated remolded loess
非饱和重塑黄土
1.
The tri-axial tests of unsaturated remolded loess were performed for different dry densities and .
本文以杨凌黄土为研究对象,进行了不同初始干密度、不同初始含水率及不同固结度下的非饱和重塑黄土常规三轴剪切试验,在大量的试验研究基础上,分析了杨凌非饱和重塑黄土的强度指标和邓肯-张模型各计算参数随初始条件的变化规律。
补充资料：原状
1.原来的形态。原来的样子。 2.原先的诉状。
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