中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
True triaxial energy evolution characteristics and failure mechanism of deep rock subjected to mining-induced stress

文献类型:期刊论文

作者Gao, Heng1,3; Xie, Heping1,3; Zhang, Zetian3; Lu, Jun1; Zhang, Dongming4; Zhang, Ru3; Wu, Mingyang2
刊名INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES
出版日期2024-04-01
卷号176页码:17
关键词True triaxial stress Different simulated depths Mining-induced failure Energy evolution Elastic strain energy
ISSN号1365-1609
DOI10.1016/j.ijrmms.2024.105724
英文摘要In deep rock engineering, complex stress conditions are encountered, which leads to difficulties in engineering disaster prevention and control. To investigate the failure behaviors and mechanisms of deep rock mining, a series of tests was designed for mining-induced failure at different simulated depths using a multifunctional true triaxial geophysical (TTG) apparatus. The results showed that both the simulated depth and mining disturbance affected the deformation characteristics of the sandstone specimens. With increasing depth, the strength gradually increased. The peak strength increased fastest in the single-sided unloading failure test (SUFT) and slowest in the stress loading and unloading failure test (SLUFT). The failure mode also changed significantly. In the displacement loading failure test (DLFT), the failure mode gradually changed from tensile failure to shear failure. In the SLUFTs, the failure mode of the specimens changed from layer cracking to shear failure. In the SUFTs, the failure mode of the specimen transitioned from layer cracking to tensile shear failure and then to shear failure. Scholars have previously proposed an elastic strain energy calculation method for true triaxial stress conditions. An elastic strain energy calculation method applicable to different mining disturbance was proposed under true triaxial stress conditions, and the evolution characteristics of the work done, elastic strain energy, and dissipated energy were analyzed. Additionally, a method to quantitatively characterize the relationship between macroscopic cracks and dissipated energy was proposed, and microscopic fracture analysis was performed using scanning electron microscopy (SEM). Different depths and various types of mining-induced failure were fully considered, and the specimen deformation, failure type, energy evolution (including dissipation), and failure mechanisms were analyzed. The results can provide guidance for deep underground engineering projects.
资助项目National Natural Science Foundation of China[52174084] ; National Natural Science Foundation of China[52374222] ; Natural Science Foundation of Sichuan, China[2022NSFSC0406]
WOS研究方向Engineering ; Mining & Mineral Processing
语种英语
WOS记录号WOS:001227019800001
出版者PERGAMON-ELSEVIER SCIENCE LTD
源URL[http://119.78.100.198/handle/2S6PX9GI/41336]  
专题中科院武汉岩土力学所
通讯作者Zhang, Zetian
作者单位1.Shenzhen Univ, Inst Deep Earth Sci & Green Energy, Shenzhen 518060, Peoples R China
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
3.Sichuan Univ, Coll Water Resource & Hydropower, State Key Lab Intelligent Construct & Hlth Operat, Chengdu 610065, Peoples R China
4.Chongqing Univ, Sch Resources & Safety Engn, Chongqing 400030, Peoples R China
推荐引用方式
GB/T 7714
Gao, Heng,Xie, Heping,Zhang, Zetian,et al. True triaxial energy evolution characteristics and failure mechanism of deep rock subjected to mining-induced stress[J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES,2024,176:17.
APA Gao, Heng.,Xie, Heping.,Zhang, Zetian.,Lu, Jun.,Zhang, Dongming.,...&Wu, Mingyang.(2024).True triaxial energy evolution characteristics and failure mechanism of deep rock subjected to mining-induced stress.INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES,176,17.
MLA Gao, Heng,et al."True triaxial energy evolution characteristics and failure mechanism of deep rock subjected to mining-induced stress".INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES 176(2024):17.

入库方式: OAI收割

来源:武汉岩土力学研究所

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