1.
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
2.
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
3.
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
4.
A Study on Cyclic Shear Behavior and Softening Deformation of Saturated Clay;
饱和黏土循环剪切特性与软化变形的研究
5.
Experimental Study on dynamic characteristics of saturated clay under cyclic rotation of principal stress directions
主应力轴旋转下饱和黏土动力特性的试验研究
6.
Study of coupling cyclic test of saturated clay under different stress paths
不同应力路径下饱和黏土耦合循环剪切特性
7.
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
8.
NUMERICAL ANALYSIS FOR BEARING CAPACITY BEHAVIOR OF FOOTINGS ON UNDRAINED TWO-LAYERED SATURATED CLAY UNDER VM LOADING
VM荷载下双层饱和黏土地基承载特性数值分析
9.
Experimental study of dynamic behavior and equivalent viscoelastic model of unsaturated clay
非饱和黏土动力特性及等价黏弹性模型的试验研究
10.
Experimental study of soil-water characteristic curve of remolded unsaturated clay
重塑非饱和黏土的土-水特征曲线及其影响因素研究
11.
Formula and Application of Undrained Shear Strength Index of Saturated Clay Under Arbitrary Degree of Consolidation
饱和黏土任意固结度强度指标计算公式及工程应用
12.
Research on stress-strain relation of unsaturated cohesive soil
非饱和黏性土的应力-应变关系研究
13.
Test research on soil compacting effect of full scale jacked-in pile in saturated soft clay
饱和软黏土中足尺静压桩挤土效应试验研究
14.
any of various fine-grained silty soils that become waxy and very sticky mud when saturated with water.
任何细颗粒的淤泥土壤，饱和时柔软而黏稠。
15.
Uniaxial compressive strength of saturated frozen clay at constant strain rate
饱和冻结黏土在常应变率下的单轴抗压强度
16.
Brief description of piled-load preloading consolidation design of saturated soft clay foundation
饱和软黏土地基堆载预压固结设计实例简述
17.
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
18.
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