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Experimental Study on Rock-Like Specimens with Single Flaw under Hydro-Mechanical Coupling

机译：水电机械耦合下单缺陷岩样标本的实验研究

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Jinquan Xing; Cheng Zhao; Songbo Yu; Hiroshi Matsuda; Chuangchuang Ma;
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1. Experimental and Numerical Study on Failure Modes and Shear Strength Parameters of Rock-Like Specimens Containing Two Infilled Flaws [J] . Wang Wuchao, Sun Shaorui, Le Huilin, International Journal of Civil Engineering,Transaction A:Civil Engineering . 2019,第12期

机译：包含两个填充缺陷的岩石样的破坏模式和抗剪强度参数的实验和数值研究
2. Effect of grout in-filling, flaw thickness and inclination angle on strength and failure pattern of rock-like specimens with single flaw [J] . Le Huilin, Sun Shaorui, Kulatilake Pinnaduwa Hewa Shanthikumar Wijayananda, Arabian journal of geosciences . 2019,第22期

机译：灌浆填充，缺陷，倾斜角度对单缺陷岩样标本强度和故障模式的影响
3. Experimental Investigation on Failure Modes and Mechanical Properties of Rock-Like Specimens with a Grout-Infilled Flaw under Triaxial Compression [J] . Le Huilin, Sun Shaorui, Thu Feng, Shock and vibration . 2019,第3期

机译：三轴压缩下注浆缺陷岩石样破坏模式与力学性能的实验研究
4. EXPERIMENTAL STUDY ON SEEPAGE PROPERTY OF ARTIFICIAL SPECIMEN SUBJECTED TO HYDRO-MECHANICAL COUPLING [C] . Tianhong Yang, Qinglei Yu, Lianchong Li, Advances on coupled thermo-hydro-mechanical-chemical processes in geosystems and engineering . 2006

机译：水力耦合作用下人工试样渗透性能的实验研究
5. The study on the fracture of multiple flaw specimens [D] . Sagong, Myung. 2001

机译：多漏洞标本骨折的研究
6. Numerical Studies on the Failure Process of Heterogeneous Brittle Rocks or Rock-Like Materials under Uniaxial Compression [O] . Songfeng Guo, Shengwen Qi, Yu Zou, 2017

机译：单轴压缩下非均质脆性岩石或类岩石材料破坏过程的数值研究
7. Experimental Study on the Fracturing Behaviors and Mechanical Properties of Cracks under Coupled Hydro-Mechanical Effects in Rock-like Specimens [O] . Yimeng Zhou, Cheng Zhao, Chunfeng Zhao, 2018

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8. THE RELATIONSHIP OF MATERIAL PROPERTIES TO SEISMIC COUPLING PART I:Shock Wave Studies of Rock and Rock-Like Materials [R] . D. B. Larson, H. C. Rodean 1975

机译：材料特性与地震耦合的关系第一部分：岩石类岩石材料的冲击波研究

Experimental Study on Rock-Like Specimens with Single Flaw under Hydro-Mechanical Coupling

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