1.
The Research on Ultimate Equilibrium Theory of Rock Soil Medium;
岩土介质极限平衡理论分区解的研究
2.
The Applications of the MSG in Geomaterials
MSG塑性流动理论在岩土介质中的应用
3.
Research on Absorption、Desorption Behavior of Manganese in rock-soil medium
岩土介质中锰的吸附、解吸行为研究
4.
Study on Saturated-Unsaturated Seepage and Its Application;
岩土介质非饱和渗流分析及工程应用研究
5.
Interaction Analysis Method and Application on the Structure and Rock Soil Medium;
结构与岩土介质相互作用分析方法及其应用
6.
Study and Analysis on Penetration of Shaped Charge into Rock and Soil Media;
聚能装药对岩土介质侵彻机理研究与分析
7.
Analytic solution of the cylindrical cavity in elastic-viscoplastic materials with initial stresses
有初始原岩应力的弹粘塑性岩土介质中圆柱形孔扩张问题解析解
8.
Researches on the Plastic Strain Gradient-Dependent Generalized Plasticity Theory for Geo-Materials' Strain Localization Analysis;
岩土介质应变局部化问题的广义塑性梯度理论研究
9.
Seepage Characteristics of Rock-Soil Mediums and Finite Element Analyzing on Three-Dimensional Seepage Flow in Heihe Water Conservancy Project;
黑河引水工程岩土介质的渗透特性及三维渗流有限元分析
10.
Non-linear Damage Mechanics Theory of Coupled Fluid-Solid with Numerical Analysis of Geo-Materials;
岩土介质流—固耦合非线性损伤力学理论与数值分析
11.
Study on Method, Program and Application of Static Relaxation Interface Analysis for Rock and Soil
岩土介质静态松弛界面分析方法和程序及其应用
12.
Study on the Penetration of Frozen Soil and Stone by Shaped Charge;
聚能装药对岩土混杂介质的侵彻研究
13.
Study of EM Wave Propagation in the Rock Tube and Effective Parameters of the Composite Media;
岩土孔中的波传播及掺杂介质等效参数研究
14.
Study on Electromagnetic Wave Propagation in Double Negative Metamaterials and Layers of Soil Media;
电磁波在双负介质和岩土层中传播的研究
15.
Biot's consolidation damage finite element analysis of porous geo-materials
多孔介质岩土材料的Biot固结损伤有限元分析
16.
Transmission of Force Through Granular Matter and Its Several Applications in Geological Engineering;
颗粒介质传力特性及其在岩土工程中的若干应用问题
17.
The karst fissure medium can be regarded as dual medium of porosity.
岩溶裂隙介质可视为双重孔隙度介质。
18.
The mechanical parameters of rock and soil are of the property of spatial variation due to inhomogeneity, so they should be properly considered as a random field.
岩土类力学介质通常为非均质体，其力学参数具有空间变异性，宜将它们视为随机场加以研究。