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Rock joint shear strength test 岩石节理剪力试验
rock joint shear strength 岩石节理抗剪强度
Study shows that most of engineering rock mass destabilizations are resulted from shear strength destruction of joints.So joint shear strength become decisive factor to rock mass stabilities. 摘要研究表明，大多数工程岩体失稳以结构面的剪切破坏为主，因此结构面的抗剪强度就成为影响工程岩体稳定性的决定性因素。
DE Toledo Msc, P. E. C. and DE Freitas, M. H., “Laboratory Testing and Parameters Controlling the Shear Strength of Filled Rock Joint,” Geotechnique, Vol. 49, No. 3, pp.331-355, 1993. 赵振宇，岩石节理面力学性质与导水性偶合行为研究，博士论文，国立台湾大学土木工程学研究所，台北，1999。
Paulino Pereira, J., “Shear Strength of Filled Discontinuities,” Proceedings of International Symposium on Rock Joints, pp.283-287, Norway, 1990. 李俊勋，非连续节理剪力强度趋动因子之研究，硕士论文，私立淡江大学土木工程学研究所，淡水，1996。
This paper deals with research test on the influential factors of horizontal mortar joint shear strength of shale ceramisite concrete hollow small block masonry. 摘要本试验对页岩陶粒砼小型砌块砌体在水平荷载作用下的承载能力进行了研究，试验做了三个砂浆等级三类砌体共计18个试件。
Barton, N. R. and Choubey, V., “The Shear Strength of Rock Joints in Theory and Practice,” Rock Mechanics, Vol. 10, pp.1-54, 1977. 杨长义，岩石模拟材料之相似性选择原则，中国土木水利工程学刊，第10卷，第一期，第151-156页，1998。
Prediction of shear strength of rock joint using support vector machine 岩石节理抗剪强度的支持向量机预测
The adjusted shearing strength formula of rough rock joint 粗糙岩石节理剪切强度的修正公式
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
Standard Test Methods for In Situ Measurement Of Masonry Mortar Joint Shear Strength Index 现场测定圬工灰浆连接点切变强度系数的试验方法
EMPIRICAL ESTIMATION OF SHEAR STRENGTH PARAMETERS FOR ROCK JOINTS SURROUNDING THE PROPOSED GEOLOGICAL DISPOSAL REPOSITORY IN BEISHAN, GANSU PROVINCE, CHINA 甘肃北山地质处置库围岩节理抗剪强度经验估算
Fractal analysis on shearing strength of rough rock joints 岩石粗糙节理剪切强度的分形分析
Natural rock joint surface profiles belong to fractal category. 自然岩石节理表面轮廓线可以看作为分形曲线。
The results showed that the shear strength of epoxy bonded joint decreased after it was aged in acid media. 结果表明，环氧胶接接头在酸性介质中老化后，其剪切强度明显降低；
Different shear displacement histories mainly affect the shear strength of joints, and have a little relationship with the dilatancy property of rock. 在绘图程序中，例如存在单独的颜料应用工具，以及变形、剪切和粘贴的撤销命令。
Touch and close fasteners - Determination of longitudinal shear strength. 粘接拉链。纵向剪切强度的测定。
The results show that the shear strength of COF is higher than that of COG. 结果表明 :COF比 COG的剪切强度高 .
The shear strength of the composite is improved above to 11 MPa from 5.5MPa. 改性后碳 /聚芳基乙炔复合材料的剪切强度由 5 5MPa提高到 11MPa以上
On the basis of analyzing hyperbola and exponent models in common use, the power function model of shear deformation is presented for rock joints. 在分析了岩体节理剪切变形常用双曲线模型和指数模型的基础上，提出了一种幂函数模型。