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Experimental Study on Shear Failure Characteristics of Jointed Rock Mass Based on Direct Shear Tests and Digital Image Correction Techniques

机译：基于直接剪切试验和数字图像校正技术的关节岩体剪切破坏特性的实验研究

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Fenhua Ren; Liwei Zhang; Xinghui Wu; Wensheng Liu;
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1. Experimental Study on Shear Failure Characteristics of Jointed Rock Mass Based on Direct Shear Tests and Digital Image Correction Techniques [J] . Fenhua Ren, Liwei Zhang, Xinghui Wu, Advances in civil engineering . 2021,第a期

机译：基于直接剪切试验和数字图像校正技术的关节岩体剪切破坏特性的实验研究
2. Influence of Asperity Morphology on Failure Characteristics and Shear Strength Properties of Rock Joints under Direct Shear Tests [J] . Zhang Xiaobo, Jiang Qinghui, Kulatilake P. H. S. W., International journal of geomechanics . 2019,第2期

机译：直接剪切试验下粗糙形态对岩石节理破坏特性和抗剪强度特性的影响
3. Influence of Asperity Morphology on Failure Characteristics and Shear Strength Properties of Rock Joints under Direct Shear Tests [J] . Zhang Xiaobo, Jiang Qinghui, Kulatilake P. H. S. W., Nature reviews Cancer . 2019,第2期

机译：粗糙形态对直接剪切试验下岩关节故障特性及剪切强度特性的影响
4. Experimental study of bimaterial shear strength and strain concentrations by Iosipescu based test using Digital Image Correlation system [C] . T. Sadowski, M. Knec International Conference on Advanced Materials and Structures . 2012

机译：基于基于IOSipescu的基于模拟性的测试的双材料剪切强度和应变浓度的实验研究
5. Characterization of Peak Shear Strength of Rough Rock Joints Using the Limited Displacement Multi-Stage Direct Shear (LDMDS) Test Method [D] . Petro, Michael. 2018

机译：有限位移多阶段直接剪切（LDMDS）测试方法表征粗糙岩石节理的峰值剪切强度
6. Investigating the Effect of Rock Bridge on the Stability of Locked Section Slopes by the Direct Shear Test and Acoustic Emission Technique [O] . Qifeng Guo, Jiliang Pan, Meifeng Cai, 2020

机译：通过直接剪切试验和声发射技术研究岩桥对锁定断面边坡稳定性的影响
7. Shear Displacement Behavior of Rocks in Shear Fatigue Process. Experimental study on cyclic fatigue process of rocks under direct shear test (2nd Report). [O] . Fumio SUGIMOTO, Mitsumasa FURUZUMI, Mamoru ABE, 2000

机译：岩石剪切疲劳过程中岩石的剪切位移行为。直接剪切试验下岩石循环疲劳过程的实验研究（第2篇报告）。

Experimental Study on Shear Failure Characteristics of Jointed Rock Mass Based on Direct Shear Tests and Digital Image Correction Techniques

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