1.
Research on the Determination Methods and Anisotropic Characters of Strength of Jointed Rock Mass;
节理岩体强度确定方法及其各向异性特征研究
2.
Study of Joint Surface Topography and Application in Strength Criterion of Rockmass Containing Discontinuous Joints;
节理表面形貌研究及在非贯通节理岩体强度准则中的应用
3.
A Study on the Scale Effects and Representative Elemental Volume(REV) of Strength and Deformation Characteristics for Fractured Rock Masses;
节理岩体变形与强度的尺度效应及REV问题研究
4.
ESTIMATION THE BARTON EQUATION FOR THE SHEAR STRENGTH OF ROCK JOINTS
岩体节理抗剪强度的巴顿方程评价(英文)
5.
Three-dimensional Numerical Simulation of the Deformation and Strength Characters of Jointed Rock Mass
节理岩体变形与强度特征的三维数值模拟
6.
Directional Simulation Tests on Shear Strength of Rock Joint Surface
岩体节理面抗剪强度的方向性模拟试验研究
7.
Contrastive model test for joint influence on strength and deformation of rock masses
节理对岩体强度变形特性影响的模型实验
8.
SIZE EFFECT ON SHEAR STRENGTH OF BASALT ROCK MASS WITH COLUMNAR JOINTS
柱状节理玄武岩体抗剪强度参数尺寸效应研究
9.
Method of Geological Strength Index(GSI) for the Estimation of Strength and Mechanical Parameters of Jointed Rock Mass;
节理化岩体强度与力学参数估计的地质强度指标GSI法
10.
STRENGTH ESTIMATION OF COLUMNAR JOINTED BASALTIC MASS BASED ON GEOLOGICAL STRENGTH INDEX
基于地质强度指标法的柱状节理玄武岩体力学强度估计
11.
Deformation and strength parameters and size effect of random jointed rock mass by numerical simulation
随机节理岩体变形与强度参数及其尺寸效应的数值模拟研究
12.
Experimental Study on Blasting Fragment-size of Joints Rock Mass Based on Fractal Theory;
基于分形理论的节理岩体爆破块度试验研究
13.
Estimate the Mean Trace Length and the Midpoint Density of Rock Joint Based on the Circular Window Method
圆形窗口法估算岩体节理迹长及迹线密度
14.
The engineering dealing method of rock shear strength parameters and its application
岩体抗剪强度参数的工程处理方法及其应用
15.
Stability Analysis of Strengthened Jointed Rock Slope Based on Strength Reduction Method
基于强度折减法的节理岩质边坡支护稳定性分析
16.
NEW FORMULAE FOR VOLUMETRIC JOINT COUNT J_v OF JOINTED ROCK MASS
节理岩体体积节理数J_v的新计算公式
17.
Rock strength is a basic parameter for rock engineering design.
岩石强度是岩体工程设计的基本依据。
18.
ANALYSIS ON PENETRATION DEPTH OF PROJECTILES INTO ROCK TARGETS BASED ON THE IMPROVED TWIN SHEAR STRENGTH THEORY
应用改进的双剪强度理论分析岩石靶体的弹体侵彻深度