中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
The Dynamic Mechanical Properties of a Hard Rock Under True Triaxial Damage-Controlled Dynamic Cyclic Loading with Different Loading Rates: A Case Study

文献类型:期刊论文

作者Zhou, Yongqiang1; Sheng, Qian1,2; Li, Nana3; Fu, Xiaodong1
刊名ROCK MECHANICS AND ROCK ENGINEERING
出版日期2022-01-16
页码22
关键词Dynamic mechanical properties Hard rock True triaxial damage-controlled dynamic cyclic loading Loading rates Dynamic constitutive model
ISSN号0723-2632
DOI10.1007/s00603-021-02756-w
英文摘要HighlightsA dynamic constitutive model for rock materials suited to dynamic cyclic loading was established.The numerical tests on a hard rock under true triaxial dynamic cyclic loading with different loading rates were conducted.The dynamic deformation and mechanical properties of a hard rock were studied.
资助项目National Natural Science Foundation of China[51809258]
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:000743009500001
出版者SPRINGER WIEN
源URL[http://119.78.100.198/handle/2S6PX9GI/30752]  
专题中科院武汉岩土力学所
通讯作者Fu, Xiaodong
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
2.Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China
3.Chinese Acad Sci, Wuhan Lib, Wuhan 430071, Peoples R China
推荐引用方式
GB/T 7714
Zhou, Yongqiang,Sheng, Qian,Li, Nana,et al. The Dynamic Mechanical Properties of a Hard Rock Under True Triaxial Damage-Controlled Dynamic Cyclic Loading with Different Loading Rates: A Case Study[J]. ROCK MECHANICS AND ROCK ENGINEERING,2022:22.
APA Zhou, Yongqiang,Sheng, Qian,Li, Nana,&Fu, Xiaodong.(2022).The Dynamic Mechanical Properties of a Hard Rock Under True Triaxial Damage-Controlled Dynamic Cyclic Loading with Different Loading Rates: A Case Study.ROCK MECHANICS AND ROCK ENGINEERING,22.
MLA Zhou, Yongqiang,et al."The Dynamic Mechanical Properties of a Hard Rock Under True Triaxial Damage-Controlled Dynamic Cyclic Loading with Different Loading Rates: A Case Study".ROCK MECHANICS AND ROCK ENGINEERING (2022):22.

入库方式: OAI收割

来源:武汉岩土力学研究所

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