1.
JRC-JCS Model and Its Application on Studying Shear Strength of Rock Joint;
JRC-JCS模型在抗剪强度参数取值中的应用
2.
Determination of shear strength parameters for stability check of Dayantang landslide
大岩淌滑坡稳定复核抗剪强度参数的取值研究
3.
Back-Analysis on Shear Strength Parameters c & (?) with Application to Foundation Pit in Xinjiang;
新疆基坑工程中抗剪强度参数c、（？）的取值反演及应用研究
4.
The analysis and determination of shear strength of Jinle landslide slip zone
金乐滑坡滑带土抗剪强度参数分析与确定
5.
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
6.
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
7.
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
8.
Three-parameter Generalized Failure Criteria Based on Tension,Compression and Shear Uniaxial Strength
基于拉伸、压缩、剪切单轴强度试验值的材料三参数广义强度准则
9.
Comparison and Analysis of the Shear Strength Parameters Test about Red Clay of Passenger Transport Line from Wuhan to Guangzhou
武广客运专线红黏土抗剪强度参数试验对比和分析
10.
Mechanism Study of the Soil Shearing Strength Under the Changing of Environmental Factors in Geermu Region;
环境因素变化对格尔木地区盐渍土抗剪强度参数的影响研究
11.
A new inversion method of rock-soils parameters based on complex-variable-differentiation method
一种基于复变量求导法的岩土体抗剪强度参数反演新方法
12.
Hardening function of two-parameter twin shear unified failure criterion
双剪双参数强度准则硬化函数的探讨
13.
An Approach to Relation of Graded Macadam CBR Value to Strength of Shear Resistance
级配碎石CBR值与抗剪强度关系探讨
14.
Discussion on the influence of intensive parameter sampling value on slope stability analysis
强度参数的取值对边坡稳定分析的影响探讨
15.
Evaluation of Shear Strength Parameters with Modified Simplex Algorithm
抗剪强度c,φ求取的改进单纯形寻优解法
16.
STRENGTH OF DISTURBED CLAY IN SLIDING ZONE OF CIGU LANDSLIDE AND ASSOCIATED STABILITY ANALYSIS
茨菇滑坡滑带土扰动样强度参数取值分析及滑坡稳定性评价
17.
Numerical analysis for shear strength and deformation characteristic of joint plane with complicated surface
复杂节理面剪切强度和变形特征的数值分析
18.
Shrinking Range of Parameters and Intensifying Theory of Figure in Integral;
缩小参数取值范围,强化积分中值定理结论