外文翻译-矿井煤岩动力灾害电磁辐射预警技术.pdf
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1、 翻译部分翻译部分 外文原文外文原文 Electromagnetic emission graded warning model and its applications against coal rock dynamic collapses(Enyuan Wang,Xueqiu He,Jianping Wei,Baisheng Nie,Dazhao Song)Keywords:Electromagnetic emission Damage mechanics Electromechanical coupling model Numerical simulation Graded warnin
2、g abstract:Dynamic collapses of deeply mined coal rocks are severe threats to miners.In order to predict the collapses more accurately using electromagnetic emission(EME),we established a loaded coal rock EME electromechanical coupling model based on statistical damage mechanics.By using it,we numer
3、ically simulated both the accumulative pulse and strain ratios.We further improved the model with the Weibull pattern parameter,which has important effects on simulated results and can be applied to judge coals homogeneity,and determined the pattern parameter and its value domain.Based on the revise
4、d model and the characteristics of coal rock deformation and fracture,we setup EME graded warning criteria against coal rock dynamic collapses by determining static critical coefficient and dynamic trend coefficient.We have applied this model to predict and deal with coal and gas outburst and rock b
5、urst occurring at Xie I and Taoshan Mines,respectively.All these verifications show that the model has many advantages and provides more sensitive and accurate warning for dynamic collapses.1 Introduction Electromagnetic emission(EME)always occurs along with coal rock deformation and fracture.It is
6、closely related to the load on coal rock and to the degree of coal rock deformations and fractures under load.In nature,the deformation and fracture of coal rock mass are the results of formation,expansion,combina-tion,integration of some micro-defects or micro-cracks,and the internal damages of coa
7、l rock under stress 18.EME is related to the features of coal rock material,such as the damage parameters and the constitutive relation,and directly associated with the evolution and propagation of the internal defects 2,912.In the late 1980s,Kyoya et al.13 and Kyoya 14 first applied damage mechanic
8、s to analyze the rock mass stability of under-ground chambers.Kawamoto 15 introduced the anisotropic damage theory of second-order symmetric tensors to his studies on non-continuous rock mechanics and predicted the variables of rock mass damage with the finite element method.Zhang and Valliapan 16,b
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