A self-consistent model with asperity interaction for the mechanical behavior of rock joints under compressive loading

Zhi Cheng Tang; Yu Yong Jiao

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A self-consistent model with asperity interaction for the mechanical behavior of rock joints under compressive loading

机译：一种自我一致的模型，具有粗糙度相互作用的压缩载荷

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来源
《International Journal of Rock Mechanics and Mining Sciences》 |2017年第2017期|共5页
作者
Zhi Cheng Tang; Yu Yong Jiao;
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作者单位

Faculty of Engineering China University of Geosciences;

Faculty of Engineering China University of Geosciences;

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收录信息
原文格式 PDF
正文语种 eng
中图分类岩石（岩体）力学及岩石测试;
关键词
Rock joint; Closure behavior; Self-consistent model; Asperity interaction;

机译：摇滚关节;关闭行为;自我一致的模型;粗糙的互动;

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1. A self-consistent model with asperity interaction for the mechanical behavior of rock joints under compressive loading [J] . Zhi Cheng Tang, Yu Yong Jiao International Journal of Rock Mechanics and Mining Sciences . 2017,第期

机译：一种自我一致的模型，具有粗糙度相互作用的压缩载荷
2. Theoretical model with multi-asperity interaction for the closure behavior of rock joint [J] . Tang Zhi Cheng, Jiao Yu Yong, Wong Louis Ngai Yuen International Journal of Rock Mechanics and Mining Sciences . 2017,第期

机译：岩石关节闭合行为的多粗糙相互作用的理论模型
3. Experimental study of the prepeak cyclic shear mechanical behaviors of artificial rock joints with multiscale asperities [J] . Kou Miaomiao, Liu Xinrong, Tang Shangding, Soil Dynamics and Earthquake Engineering . 2019,第MAY期

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4. Numerical simulations of mechanical and hydraulic behaviors of rock joint considering the first and second order asperity degradations [C] . H.S.Lee, Y.K.Lee, T.F.Cho Rock Mechanics in the National Interest . 2001

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5. Thermomechanical behavior of ball grid array solder joints under thermal and vibration loading: Testing and modeling. [D] . Zhao, Ying. 2001

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6. The dynamic mechanical environment of the chondrocyte: A biphasic finite element model of cell-matrix interactions under cyclic compressive loading [O] . Eunjung Kim, Farshid Guilak, Mansoor A. Haider -1

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7. Numerical Analysis of the Mechanical Behavior and Failure Mode of Jointed Rock under Uniaxial Tensile Loading [O] . Yang Zhao, Yongning Wu, Qing Xu, 2020

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8. Geomechanical Model Study of the Behavior of Underground Openings in Rock Subjected to Static Loads. Report 3. Tests on Lined Openings in Jointed and Intact Rock [R] . Hendron, A. J., Engeling, P., Aiyer, A. K., 1972

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A self-consistent model with asperity interaction for the mechanical behavior of rock joints under compressive loading

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