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作 者:Yong Luo Jiancheng Huang Xuefeng Si Feng Lin Wuxing Wu
机构地区:[1]School of Resources Environment and Safety Engineering,University of South China,Hengyang,421001,China [2]Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines,Northeastern University,Shenyang,110819,China [3]Oulu Mining School,University of Oulu,Oulu,90570,Finland
出 处:《Journal of Rock Mechanics and Geotechnical Engineering》2025年第3期1429-1444,共16页岩石力学与岩土工程学报(英文)
基 金:the National Natural Science Foundation of China(Grant Nos.52104133 and 52304227);the Postdoctoral Foundation of Henan Province(Grant No.HN2022015)are appreciated.
摘 要:To obtain the precise calculation method for the peak energy density and energy evolution properties of rocks subjected to uniaxial compression(UC)before the post-peak stage,particularly at s0.9sc(s denotes stress and sc is the peak strength),extensive UC and uniaxial graded cyclical loading-unloading(GCLU)tests were performed on four rock types.In the GCLU tests,four unloading stress levels were designated when σ<0.9σc and six unloading stress levels were designated forσ≥0.9σc.The variations in the elastic energy density(ue),dissipative energy density(ud),and energy storage efficiency(C)for the four rock types under GCLU tests were analyzed.Based on the variation of ue whenσ≥0:9σc,a method for calculating the peak energy density was proposed.The energy evolution in rock under UC condition before the post-peak stage was examined.The relationship between C0.9(C atσ≥0:9σc)and mechanical behavior of rocks was explored,and the damage evolution of rock was analyzed in view of energy.Compared with that of the three existing methods,the accuracy of the calculation method of peak energy density proposed in this study is higher.These findings could provide a theoretical foundation for more accurately revealing the failure behavior of rock from an energy perspective.
关 键 词:Calculation method of peak energy density Energy evolution Energy storage efficiency Damage threshold
分 类 号:TG1[金属学及工艺—金属学]
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