中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Alternative fatigue-creep performance of rock-backfill composite structure material in mine stopes under high static stress: Disturbed amplitude effect

文献类型:期刊论文

作者Wang, Yu1; Long, Dayu1; Yi, Xuefeng1; Mao, Tianqiao2
刊名FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES
出版日期2023-12-06
页码20
ISSN号8756-758X
关键词damage evolution disturbed stress amplitude mesoscopic cracking pattern rock-backfill composite structure
DOI10.1111/ffe.14204
英文摘要This work aims to investigate the dynamic stress amplitude on the mechanical responses of rock-backfill composite structure material under alternative low-cycle fatigue loading and creep loading tests. Results show that deformation, damage propagation, and failure pattern are all impacted by the stress amplitude, and volumetric deformation is the largest for a sample subjected to strong stress disturbance. The equivalent lifetime decreases with the increase of disturbed amplitude. A notable positive interaction between the fatigue damage and time-dependent damage is found, and they promote each other. Additionally, a novel damage evolution model is proposed by the irreversible radial strain, and the model matches well with the testing data. Moreover, post-test computed tomography imaging reveals that cracks at rock-backfill interfaces are relatively easy to be stimulated under low stress disturbance, and it is suggested that tension-splitting failure is more likely to occur within the surrounding rock, and shear failure seems to occur within the cemented tailings backfill for all the tested samples. Alternative LCF-CL tests were performed on RBCS samples.A high disturbed stress amplitude is likely to induce greater volumetric deformation.The cyclic damage and time-dependent damage promote each other.Splitting-tension failure occurs within rock and shear failure is found within CTB.
WOS关键词CEMENTED PASTE BACKFILL ; BEHAVIOR ; SPECIMENS
资助项目National Natural Science Foundation of China ; Henan Key Laboratory for Green and Efficient Mining & Comprehensive Utilization of Mineral Resources (Henan Polytechnic University)[KCF2203] ; National Key Technologies Research & Development Program[2018YFC0808402] ; [52174069]
WOS研究方向Engineering ; Materials Science
语种英语
出版者WILEY
WOS记录号WOS:001114247900001
资助机构National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; Henan Key Laboratory for Green and Efficient Mining & Comprehensive Utilization of Mineral Resources (Henan Polytechnic University) ; Henan Key Laboratory for Green and Efficient Mining & Comprehensive Utilization of Mineral Resources (Henan Polytechnic University) ; Henan Key Laboratory for Green and Efficient Mining & Comprehensive Utilization of Mineral Resources (Henan Polytechnic University) ; Henan Key Laboratory for Green and Efficient Mining & Comprehensive Utilization of Mineral Resources (Henan Polytechnic University) ; National Key Technologies Research & Development Program ; National Key Technologies Research & Development Program ; National Key Technologies Research & Development Program ; National Key Technologies Research & Development Program ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; Henan Key Laboratory for Green and Efficient Mining & Comprehensive Utilization of Mineral Resources (Henan Polytechnic University) ; Henan Key Laboratory for Green and Efficient Mining & Comprehensive Utilization of Mineral Resources (Henan Polytechnic University) ; Henan Key Laboratory for Green and Efficient Mining & Comprehensive Utilization of Mineral Resources (Henan Polytechnic University) ; Henan Key Laboratory for Green and Efficient Mining & Comprehensive Utilization of Mineral Resources (Henan Polytechnic University) ; National Key Technologies Research & Development Program ; National Key Technologies Research & Development Program ; National Key Technologies Research & Development Program ; National Key Technologies Research & Development Program ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; Henan Key Laboratory for Green and Efficient Mining & Comprehensive Utilization of Mineral Resources (Henan Polytechnic University) ; Henan Key Laboratory for Green and Efficient Mining & Comprehensive Utilization of Mineral Resources (Henan Polytechnic University) ; Henan Key Laboratory for Green and Efficient Mining & Comprehensive Utilization of Mineral Resources (Henan Polytechnic University) ; Henan Key Laboratory for Green and Efficient Mining & Comprehensive Utilization of Mineral Resources (Henan Polytechnic University) ; National Key Technologies Research & Development Program ; National Key Technologies Research & Development Program ; National Key Technologies Research & Development Program ; National Key Technologies Research & Development Program ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; Henan Key Laboratory for Green and Efficient Mining & Comprehensive Utilization of Mineral Resources (Henan Polytechnic University) ; Henan Key Laboratory for Green and Efficient Mining & Comprehensive Utilization of Mineral Resources (Henan Polytechnic University) ; Henan Key Laboratory for Green and Efficient Mining & Comprehensive Utilization of Mineral Resources (Henan Polytechnic University) ; Henan Key Laboratory for Green and Efficient Mining & Comprehensive Utilization of Mineral Resources (Henan Polytechnic University) ; National Key Technologies Research & Development Program ; National Key Technologies Research & Development Program ; National Key Technologies Research & Development Program ; National Key Technologies Research & Development Program
源URL[http://ir.iggcas.ac.cn/handle/132A11/111162]  
专题地质与地球物理研究所_中国科学院页岩气与地质工程重点实验室
通讯作者Mao, Tianqiao
作者单位1.Univ Sci & Technol Beijing, Sch Civil & Resource Engn, Dept Civil Engn, Beijing Key Lab Urban Underground Space Engn, Beijing, Peoples R China
2.Chinese Acad Sci, Inst Geol & Geophys, Key Lab Shale Gas & Geoengn, 19 Beitucheng West Rd, Beijing 100029, Peoples R China
推荐引用方式
GB/T 7714
Wang, Yu,Long, Dayu,Yi, Xuefeng,et al. Alternative fatigue-creep performance of rock-backfill composite structure material in mine stopes under high static stress: Disturbed amplitude effect[J]. FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES,2023:20.
APA Wang, Yu,Long, Dayu,Yi, Xuefeng,&Mao, Tianqiao.(2023).Alternative fatigue-creep performance of rock-backfill composite structure material in mine stopes under high static stress: Disturbed amplitude effect.FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES,20.
MLA Wang, Yu,et al."Alternative fatigue-creep performance of rock-backfill composite structure material in mine stopes under high static stress: Disturbed amplitude effect".FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES (2023):20.

入库方式: OAI收割

来源:地质与地球物理研究所

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