非饱和低渗透黏土,unsaturated low-permeability clay
1)unsaturated low-permeability clay非饱和低渗透黏土
1.Nonlinear flow law and consolidation inunsaturated low-permeability clays非饱和低渗透黏土非线性渗流定律与固结
英文短句/例句
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.One-dimensional consolidation of saturated cohesive soil considering non-Darcy flows考虑低速非Darcy渗流的饱和黏性土一维固结分析
3.Experimental Study on Permeability of Unsaturated Soil and Mechanism of Saturation Infiltration;非饱和土壤渗透特性及饱和入渗机理试验研究
4.Hydraulic soil capillary head potential function in unsaturated soil osmotic value calculation;非饱和土渗透值计算中的水土势函数
5.PERMEABILITY OF SATURATED SOFT CLAYS AND ITS EFFECTS ON ONE-DIMENSIONAL LARGE STRAIN CONSOLIDATION饱和软黏土渗透特性及对一维大变形固结影响
6.Effects of Unsaturated Loess Permeability Coefficient by its Strength非饱和黄土渗透系数对其强度的影响
7.Experimentally derived model for suction-induced permeability,swell and microstructure behaviour of unsaturated compacted bentonite高压实膨润土的非饱和渗透膨胀模型
8.ONE-DIMENSIONAL CONSOLIDATION THEORY OF SATURATED CLAY BASED ON NON-DARCY FLOW基于非Darcy渗流的饱和黏土一维固结理论
9.Soil-water Characteristics and Unsaturated Permeability Coefficient Related to Weak Expansive Soils of a Certain Highway某公路弱膨胀土土水特征与非饱和渗透特性
10.Analysis on Seepage of Saturated and Unsaturated Soil of Embankments on the Lower Yellow River黄河下游大堤饱和-非饱和土渗流分析
11.Limit analysis of a soil slope considering saturated-unsaturated seepage考虑饱和-非饱和渗流的土坡极限分析
12.Experimental Research on Earth Pressure of Unsaturated Intact Loess Slope and Permeability Rule of Water in the Slope非饱和原状黄土垂直边坡土压力及坡顶浸水渗透规律的试验研究
13.Application of Groundwater Non-stable Liquid Theory in Infiltration Concretion of Saturated Soil地下水非稳定流理论在饱和土渗透固结中的应用
14.Laboratory test on unsaturated hydraulic conductivity of densely compacted Gaomiaozi Bentonite under confined conditions侧限状态下高压实高庙子膨润土非饱和渗透性的试验研究
15.EXPERIMENTAL STUDY ON CHARACTERISTICS OF DEFORMATIONAND STRENGTH OF UNSATURATED CLAY非饱和黏土变形和强度特性试验研究
16.An Experimental Study on Permeability of Unsaturated Petroleum Chalk非饱和油田白垩渗透特性的试验研究
17.Pore-pressure theory and experimental research for non-saturated clay非饱和黏土孔隙压力计算与实验研究
18.Research on stress-strain relation of unsaturated cohesive soil非饱和黏性土的应力-应变关系研究
相关短句/例句
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 ofunsaturated 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 ofunsaturated 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 forunsaturated 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 andunsaturated 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。
延伸阅读
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。
