1.
Laboratory Study on Influence of Temperature on Shear Strength of Unsaturated Clayey Soil
温度对非饱和土抗剪强度影响的试验研究
2.
Simplified method for determining shear strength of unsaturated soils based on different paths
基于路径的非饱和土抗剪强度指标确定方法
3.
Research on effects of suction,water content and dry density on shear strength of remolded unsaturated soils
吸力、含水率和干密度对重塑非饱和土抗剪强度影响研究
4.
The Influence of the Water Content on Both the Shear Strength of Unsaturated Soil and a Single Pile s Bearing Capacity;
含水量对非饱和土抗剪强度和单桩承载力的影响
5.
Experimental Study on Structural Strength and Shear Strength of the Unsaturated Loess;
非饱和黄土结构强度与抗剪强度的试验研究
6.
Research on Shear Strength and Matrix Suction Field Measurement of Unsaturated Soils;
非饱和土的抗剪强度和基质吸力的现场监测
7.
Discussion on the Influence of Matric Suction of Unsaturated Soil on Shear Strength Parameters
非饱和土基质吸力对抗剪强度参数影响的探讨
8.
Study on Correlation between Shear-wave Velocity and Liquefaction Resistance of Saturated Sand;
饱和砂土剪切波速与抗液化强度相关性的研究
9.
The Effect of Shear-wave Velocity on the Structure and the Liquefaction Resistance of Saturated Loose Sands (Silts);
剪切波速对饱和松散砂（粉）土结构性及抗液化强度影响的研究
10.
The Model of Undrained Shear Strength of Saturated Clay after Cyclic Loading and Its Application;
循环荷载作用下饱和粘土不排水抗剪强度模型及应用
11.
Study on Strength and Deformation of Unsaturated Expansive Soils;
非饱和膨胀土强度和变形特性的研究
12.
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
13.
UNSATURATED SOIL STRENGTH THEORY BASED ON TOTAL STRESS STRENGTH INDEXES OF SATURATED SOIL AND ITS APPLICATION
基于饱和土总应力强度指标的非饱和土强度理论及其应用
14.
Testing Study on Strength Characteristics of Ning Ming Unsaturated Expansive Soils;
宁明非饱和膨胀土强度特性试验研究
15.
Study on Strength Property of Unsaturated Remoulded Loess;
非饱和重塑黄土强度特性的试验研究
16.
Research on the Universality of Unsaturated Soil Strength and Deformation Characteristics
非饱和土普适的强度与变形理论研究
17.
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
18.
Study on Shear Strength Characteristics of Expansive Soil of Nanyang City
南阳膨胀土非饱和剪切特性试验研究