Investigating the Effects of the Height-to-Diameter Ratio and Loading Rate on the Mechanical Properties and Crack Extension Mechanism of Sandstone-Like Materials
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Gou, Yunbo
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China Univ Min & Technol, Sch Mines, Xuzhou 221116, Peoples R ChinaChina Univ Min & Technol, Sch Mines, Xuzhou 221116, Peoples R China
Gou, Yunbo
[1
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Bai, Jianbiao
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China Univ Min & Technol, Sch Mines, Xuzhou 221116, Peoples R China
Xinjiang Inst Engn, Coll Min Engn & Geol, Urumqi 830023, Peoples R ChinaChina Univ Min & Technol, Sch Mines, Xuzhou 221116, Peoples R China
Bai, Jianbiao
[1
,2
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Li, Yanhui
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China Univ Min & Technol, Sch Mines, Xuzhou 221116, Peoples R ChinaChina Univ Min & Technol, Sch Mines, Xuzhou 221116, Peoples R China
Li, Yanhui
[1
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Zhao, Xiangqian
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China Univ Min & Technol, Sch Mines, Xuzhou 221116, Peoples R ChinaChina Univ Min & Technol, Sch Mines, Xuzhou 221116, Peoples R China
Zhao, Xiangqian
[1
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Tai, Lianhai
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China Univ Min & Technol, Sch Mines, Xuzhou 221116, Peoples R ChinaChina Univ Min & Technol, Sch Mines, Xuzhou 221116, Peoples R China
Tai, Lianhai
[1
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Fu, Zizhao
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China Univ Min & Technol, Sch Mines, Xuzhou 221116, Peoples R ChinaChina Univ Min & Technol, Sch Mines, Xuzhou 221116, Peoples R China
Fu, Zizhao
[1
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机构:
[1] China Univ Min & Technol, Sch Mines, Xuzhou 221116, Peoples R China
[2] Xinjiang Inst Engn, Coll Min Engn & Geol, Urumqi 830023, Peoples R China
The causes of the size effect (SE) and loading rate effect (LR) for rocks remain unclear. Based on this, a gypsum-mixed material was used to simulate sandstone, where the dosing ratio was 7.5% river sand, 17.5% quartz, 58.3% alpha-high-strength gypsum, and 16.7% water. The specimens were designed to have a height-to-diameter ratio (HDR) of 0.6 similar to 2, and three strain rates (SRs)-static, quasi-dynamic, and dynamic-were used to perform single-factor rotational uniaxial compression experiments. PFC2D was used to numerically simulate the damage pattern of a sandstone-like specimen. The results showed that the physical parameters did not change monotonically, as was previously found. The main reason for this is that the end-face friction effect (EFE) is generated when the dynamic SR or the HDR is 0.6 similar to 1, with a damage pattern of "X". Under mechanical analysis, the power consumed by the EFE was inversely proportional to the HDR and directly proportional to the LR, and it can reduce the actual amount of energy transferred inside the specimen. This paper may provide a foundation for the study of non-linear hazards in coal and rock.
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US Army, Corps Engineers, San Francisco, CA 94102 USA
Colorado Sch Mines, Dept Min Engn, Golden, CO 80401 USA
Colorado Sch Mines, Underground Construct & Tunneling Engn, Golden, CO 80401 USAUS Army, Corps Engineers, San Francisco, CA 94102 USA
Kim, E.
Stine, M. A.
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Univ Utah, Dept Min Engn, Salt Lake City, UT USAUS Army, Corps Engineers, San Francisco, CA 94102 USA
Stine, M. A.
de Oliveira, D. B. Martins
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Univ Utah, Dept Min Engn, Salt Lake City, UT USAUS Army, Corps Engineers, San Francisco, CA 94102 USA
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Univ Adolfo Ibanez, Fac Ingn & Ciencias, Vina Del Mar 2580335, Chile
Swiss Fed Labs Mat Sci & Technol EMPA, CH-8600 Dubendorf, SwitzerlandUniv Adolfo Ibanez, Fac Ingn & Ciencias, Vina Del Mar 2580335, Chile
Contreras Raggio, Jose, I
Toro Arancibia, Carlos
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Univ Adolfo Ibanez, Fac Ingn & Ciencias, Vina Del Mar 2580335, ChileUniv Adolfo Ibanez, Fac Ingn & Ciencias, Vina Del Mar 2580335, Chile
Toro Arancibia, Carlos
Millan, Carola
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Univ Adolfo Ibanez, Fac Artes Liberales, Vina Del Mar 2580335, ChileUniv Adolfo Ibanez, Fac Ingn & Ciencias, Vina Del Mar 2580335, Chile
Millan, Carola
Ploeg, Heidi-Lynn
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Queens Univ, Dept Mech & Mat Engn, Kingston, ON K7L 3N6, CanadaUniv Adolfo Ibanez, Fac Ingn & Ciencias, Vina Del Mar 2580335, Chile
Ploeg, Heidi-Lynn
Aiyangar, Ameet
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Swiss Fed Labs Mat Sci & Technol EMPA, CH-8600 Dubendorf, SwitzerlandUniv Adolfo Ibanez, Fac Ingn & Ciencias, Vina Del Mar 2580335, Chile
Aiyangar, Ameet
Vivanco, Juan F.
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Univ Adolfo Ibanez, Fac Ingn & Ciencias, Vina Del Mar 2580335, ChileUniv Adolfo Ibanez, Fac Ingn & Ciencias, Vina Del Mar 2580335, Chile
机构:
Hunan Inst Sci & Technol, Coll Mech Engn, Yueyang 414000, Peoples R China
Cent S Univ, State Key Lab Powder Met, Changsha 410083, Hunan, Peoples R China
Chinese Acad Sci, Inst Phys, Beijing 100190, Peoples R ChinaHunan Inst Sci & Technol, Coll Mech Engn, Yueyang 414000, Peoples R China
Cai, An-hui
Liu, Yong
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Cent S Univ, State Key Lab Powder Met, Changsha 410083, Hunan, Peoples R ChinaHunan Inst Sci & Technol, Coll Mech Engn, Yueyang 414000, Peoples R China
Liu, Yong
Wu, Hong
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Cent S Univ, State Key Lab Powder Met, Changsha 410083, Hunan, Peoples R ChinaHunan Inst Sci & Technol, Coll Mech Engn, Yueyang 414000, Peoples R China
Wu, Hong
Ding, Da-wei
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Chinese Acad Sci, Inst Phys, Beijing 100190, Peoples R ChinaHunan Inst Sci & Technol, Coll Mech Engn, Yueyang 414000, Peoples R China
Ding, Da-wei
An, Wei-ke
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Hunan Inst Sci & Technol, Coll Mech Engn, Yueyang 414000, Peoples R ChinaHunan Inst Sci & Technol, Coll Mech Engn, Yueyang 414000, Peoples R China
An, Wei-ke
Zhou, Guo-jun
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Hunan Inst Sci & Technol, Coll Mech Engn, Yueyang 414000, Peoples R ChinaHunan Inst Sci & Technol, Coll Mech Engn, Yueyang 414000, Peoples R China
Zhou, Guo-jun
Luo, Yun
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Hunan Inst Sci & Technol, Coll Mech Engn, Yueyang 414000, Peoples R ChinaHunan Inst Sci & Technol, Coll Mech Engn, Yueyang 414000, Peoples R China
Luo, Yun
Peng, Yong-yi
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Cent S Univ, Sch Phys & Elect, Changsha 410083, Hunan, Peoples R ChinaHunan Inst Sci & Technol, Coll Mech Engn, Yueyang 414000, Peoples R China
Peng, Yong-yi
Li, Xiao-song
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Hunan Inst Sci & Technol, Coll Mech Engn, Yueyang 414000, Peoples R ChinaHunan Inst Sci & Technol, Coll Mech Engn, Yueyang 414000, Peoples R China
机构:
School of Mines, Key Laboratory of Deep Coal Resource Mining of Ministry of Education of China,China University of Mining & TechnologySchool of Mines, Key Laboratory of Deep Coal Resource Mining of Ministry of Education of China,China University of Mining & Technology
姚强岭
卫斐
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School of Mines, Key Laboratory of Deep Coal Resource Mining of Ministry of Education of China,China University of Mining & TechnologySchool of Mines, Key Laboratory of Deep Coal Resource Mining of Ministry of Education of China,China University of Mining & Technology
卫斐
种照辉
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School of Mines, Key Laboratory of Deep Coal Resource Mining of Ministry of Education of China,China University of Mining & TechnologySchool of Mines, Key Laboratory of Deep Coal Resource Mining of Ministry of Education of China,China University of Mining & Technology
种照辉
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周健
王常彬
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School of Mines, Key Laboratory of Deep Coal Resource Mining of Ministry of Education of China,China University of Mining & TechnologySchool of Mines, Key Laboratory of Deep Coal Resource Mining of Ministry of Education of China,China University of Mining & Technology