研究论文
Mechanical properties and fracture characteristics of pre-holed rocks subjected to uniaxial loading: A comparative analysis of five hole shapes
Hao Wu, Guoyan Zhao, Weizhang Liang
Arizona Geological Survey University of Arizona Central South University Queen's University
来源Theoretical and Applied Fracture Mechanics
年份2019
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工程Rock Mechanics and Modeling
Landslides and related hazards · Geophysical Methods and Applications
参考文献 71
Tensile fracture from circular cavities loaded in compression
被引 125Bruce J. Carter, E. Z. Lajtai, Yanguang Yuan · International Journal of Fracture · 1992
Rock fracture under static stress conditions
被引 98E. Hoek · Open University of Cape Town (University of Cape Town) · 1965
Experimental study of coalescence mechanisms and failure under uniaxial compression of granite containing multiple holes
被引 197P. Lin, R.H.C. Wong, C.A. Tang · International Journal of Rock Mechanics and Mining Sciences · 2015
此处列出前 3 条
引用本文 106
Strength and failure characteristics of jointed rock mass with double circular holes under uniaxial compression: Insights from discrete element method modelling
被引 140Qibin Lin, Ping Cao, Jingjing Meng · Theoretical and Applied Fracture Mechanics · 2020
Effects of hole shape on mechanical behavior and fracturing mechanism of rock: Implications for instability of underground openings
被引 86Xin Cai, Jifeng Yuan, Zilong Zhou · Tunnelling and Underground Space Technology · 2023
Failure behavior of horseshoe-shaped tunnel in hard rock under high stress: Phenomenon and mechanisms
被引 69Hao Wu, Guoyan Zhao, Shaowei Ma · Transactions of Nonferrous Metals Society of China · 2022
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