1.
Research on the K_0 Consolidation Characters of Unsaturated Intact Loess and Its Applications;
非饱和原状黄土K_0固结特性研究与应用
2.
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
3.
The Structure Constitutive Model of Saturated Original Loess with Stress Transformation;
基于应力变换的饱和原状黄土的结构性本构模型
4.
Influence of Stress Path on Deformation and Strength Characteristics of Saturated Intact Loess;
应力路径对饱和原状黄土的变形强度特性的影响
5.
Effects of Consolidation Stress Ratio on Pore Water Pressure Characteristics of Saturated Intact Loess under Different Stress Paths
固结应力比对不同应力路径下饱和原状黄土孔压特性的影响
6.
Research on unsaturated loess experiment under triaxial stress
三轴应力状态下非饱和黄土试验研究
7.
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
8.
Spatial variation of saturated hydraulic conductivity and soil water of the surface layer of a slope on the Loess Plateau
黄土高原坡地表层土壤饱和导水率和水分含量空间变异特征
9.
Anti-Vibration Liquefaction of Saturated Sand in Alluvial Plain of Yellow River-Vibroflotation
黄河冲积平原地区消除饱和砂土震动液化的对策之一—振冲法
10.
The Load Bearing Characteristic of the CFG Pile Composite Foundation under Large Oil Tan in Saturated Loess Ground Treatment;
CFG桩复合地基在大型油罐饱和黄土地基处理中的承载性状研究
11.
Study on the Unsaturated Strength Characteristics and Dynamic Behavior of Intact Expansive Soil;
原状膨胀土非饱和强度特征与动力性能试验研究
12.
Research on the Experimentation of Moisture Movement in Unsaturated Loess Soils;
非饱和黄土水分迁移问题的试验研究
13.
Study on Strength Property of Unsaturated Remoulded Loess;
非饱和重塑黄土强度特性的试验研究
14.
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
15.
Comparison of migration characteristic of tracers in saturated loess
示踪剂在饱和黄土中的滞留特征比较
16.
Discussion on the mechanism of loess collapsibility from the perspective of unsaturated soil mechanics theory
从非饱和土力学角度探讨黄土湿陷机制
17.
The Shape Indices and Scale Fractal Analysis of Shrub Landscape in the Loess Plateau
黄土高原灌丛景观斑块形状的指数和分形分析
18.
Saturated clay by triaxial shear tests
饱和粘性土三轴剪切性状的试验研究