采矿工程专业英语论文

您好，本人也是采矿工作者。采矿方面的论文可以发表到以下期刊：采矿与安全工程学报矿业安全与环保金属矿山矿冶工程煤矿机械矿业研究与开发煤矿安全煤炭学报煤炭工程煤炭科学技术中国矿业大学学报中国矿业有色金属中国煤炭矿山机械西安科技大学学报湖南科技大学学报中南大学学报辽宁工程技术大学学报中国煤炭露天采矿技术河北煤炭建井技术采矿技术矿冶矿业工程江西煤炭科技煤矿爆破煤矿机电煤煤矿现代化中国矿业大学学报：英文版煤矿开采煤炭科技煤炭学报：英文版煤炭技术山东煤炭科技山西焦煤科技能源技术与管理陕西煤炭水力采煤与管道运输广东有色金属学报中国煤层气有色矿山有色金属：矿山部分中国矿山工程中州煤炭黑龙江科技学院学报山东科技大学学报华北科技学院学报太原理工大学学报安徽理工大学学报以上比较详细了，望采纳。

Deformation of mining caving zone grouting compound rock under overlying strata pressure (1．The Research Center of Mining Damage and Control Engineering,Liaoning Technical and University,Fuxin 123000，China； 2．School ofMines，China University ofMining&Technology,Xuzhou 221008，China) Abstract To solve the problem of surface subsidence caused by mining，the main methodis to reasonably process coal mining space．“Mining caving zone high—pressure groutingpulverized coaI ash hydromass controlling roof and overlying strata movement'’technologyis one of processing methods．After grouting pulverized coaI ash hydromass in miningcaving zone，formed one kind of special materia1 which is used to support roof and efectivelycontroI the subsidence of overlying strata．For the accurate calculation of roof miningsubsidence at grouting state，based on the characteristics of such materials，establishedits constitutive equation based on certain assumptions。gave deformation calculation method when the compound ro ck supports overlying strata．1ay foundation for the actuaI calculation of subsidence of overlying strata after grouting and the promotion of mining ca ving zone grouting technology． Keywords mining caving zone，grouting，compound rock，compression quantity,overlying rock controlling lntroduction Surface subsidence caused by mining not only damages the ecological environment in mining area，but also damage building and structures on ground surface and causes seriOUS security risks．The main method to solve these problems is to reasonably proc． ess coal mining space．Different from the traditional method of goaf hydraulic stowing，broken rock grout- ing and metal mining field paste body grouting，some scholars propose “mi ning caving zone high—pressure grouting pulverized coal ash hydromass controlling roof and overlfing strata movement’'technologyl to control the movement of roof and overlying strata then proceed to reduce surface subsidence．The basic men．tality of this technology is to design a subcritical exaction working surface in mining zone．Extract a grouting gallery over the caving zone which is parallel to road serving for working face，and arrange centralized grouting tube in grouting gallery over the caving zone．Drill hole in rock every certain distances deep into caving zone．The drill hole in rock is ve~ical to grouting road．It can grout into caving zone with the working surface moving forward．As a result，com．pound rock is formed to support the roof then control the movement of overlying strata. Therefore，the roof control quantity is compres．sion quantity of compoundrock after caving zone grouting，so it is essential to study on the deform ation under overlying strata pressure during the process of overlying strata. 1 Establishment of compound rock material response function 1.1 Analysis of basic principle Caving zone is formed after roof collapsed caused by mining．Assuming that the crack is filled with hydromass． cracking zone is form ed and forms special compound rock beam after injecting．A constitutive model of general beam is not suitable for the special compound rock beam because of the ingredient of it is specia1．The Paper is based on the energv viewpoint，and the strain energy of the beam is relative with the stress and inner damage．Based on it．Assumption about the compound rock beam is made as fol— lows．① A compoun d rock beam is formed after sprouting in the broken rock zone：②The beam is made of a kind of super elastic isotropous material 还有一半发布上来 采矿崩落区注浆变形复合岩层上覆地层压力之下 (1 .研究中心及控制工程采动损害,辽宁阜新123000技术和大学,中国。 2.School ofMines,中国大学ofMining&Technology、徐州221008、中国)。 摘要为解决这一问题的开采引起的地表沉陷,主要methodis合理工艺开采煤炭开采的空间。”groutingpulverized开辟区coaI灰hydromass控制高压的屋顶上覆岩层运动”,methods.After注浆法加固处理纯之一,在miningcaving hydromass喷coaI灰分形成的区域,一种特殊的materia1用来支撑屋顶和efectivelycontroI上覆strata.For沉降的精确计算的屋顶在灌浆状态,miningsubsidence特点的基础上,establishedits等材料的本构方程,基于某些assumptions.gave变形计算方法的复合ro对照(ck)时strata.1ay豪基金会支持actuaI 对上覆岩层的沉降计算后注浆和促进矿业ca面积区注浆技术。 关键词采矿崩落区、注浆、复合岩、压缩量、覆 岩石控制 台州市 开采引起的地表沉陷不仅损害了矿区生态环境的破坏,而且对地表建筑物和结构,造成了严重的安全risks.The解决这些问题的主要方法是合理proc. ess煤矿space.Different从传统的方法、破碎的岩石采空区液压害羞浆液- 和金属矿山现场膏体灌浆,一些学者提出了“mi宁崩落区高压灌浆煤粉灰hydromass控制顶板岩层运动”,overlfing technologyl控制运动的屋顶上覆地层,进而降低表面subsidence.The这种技术的基本men.tality是设计一个亚临界严绳工作表面zone.Extract矿区注浆画廊在放了平行于路区,并服务于工作面的注浆管布置集中在灌浆画廊的岩石洞峡zone.Drill每天一定距离,深入zone.The放钻孔在岩石是对注浆road.It已经~直通式能装进崩落区与工作表面的结果,com.pound移动forward.As岩石形成支撑着屋顶然后控制运动的上覆岩层。 因此,compres.sion顶板控制量的数量岩石,所以放区注浆是必要的情况下的变形研究上覆地层压力的上覆地层的过程中。 1建立复合材料响应函数 11分析的基本原理,放区后形成屋顶崩塌 mining.Assuming引起的裂缝是充满hydromass.开裂区和形式的特殊形式injecting.A复合岩层的本构模型后,一般梁并不适合这个特殊的复合岩层的成分的光束是specia1.The纸是基于energv观点、应变的梁与应力和内部相对于it.Assumption damage.Based对复合岩体梁作为信徒- 一个compoun低点。①d岩石后形成波束半夏居破碎岩石地带:②光束是一种超弹性isotropous还有一半发布上来材料

采矿崩落区注浆变形复合岩层上覆地层压力之下 (1 .研究中心及控制工程采动损害,辽宁阜新123000技术和大学,中国。 2.School ofMines,中国大学ofMining&Technology、徐州221008、中国)。 摘要为解决这一问题的开采引起的地表沉陷,主要methodis合理工艺开采煤炭开采的空间。”groutingpulverized开辟区coaI灰hydromass控制高压的屋顶上覆岩层运动”,methods.After注浆法加固处理纯之一,在miningcaving hydromass喷coaI灰分形成的区域,一种特殊的materia1用来支撑屋顶和efectivelycontroI上覆strata.For沉降的精确计算的屋顶在灌浆状态,miningsubsidence特点的基础上,establishedits等材料的本构方程,基于某些assumptions.gave变形计算方法的复合ro对照(ck)时strata.1ay豪基金会支持actuaI 对上覆岩层的沉降计算后注浆和促进矿业ca面积区注浆技术。 关键词采矿崩落区、注浆、复合岩、压缩量、覆 岩石控制 台州市 开采引起的地表沉陷不仅损害了矿区生态环境的破坏,而且对地表建筑物和结构,造成了严重的安全risks.The解决这些问题的主要方法是合理proc. ess煤矿space.Different从传统的方法、破碎的岩石采空区液压害羞浆液- 和金属矿山现场膏体灌浆,一些学者提出了“mi宁崩落区高压灌浆煤粉灰hydromass控制顶板岩层运动”,overlfing technologyl控制运动的屋顶上覆地层,进而降低表面subsidence.The这种技术的基本men.tality是设计一个亚临界严绳工作表面zone.Extract矿区注浆画廊在放了平行于路区,并服务于工作面的注浆管布置集中在灌浆画廊的岩石洞峡zone.Drill每天一定距离,深入zone.The放钻孔在岩石是对注浆road.It已经~直通式能装进崩落区与工作表面的结果,com.pound移动forward.As岩石形成支撑着屋顶然后控制运动的上覆岩层。 因此,compres.sion顶板控制量的数量 问题补充:2研究岩石的变形pressur上覆岩层化合物 讨论是关于establishm复合材料的纵向响应函数在一定假设sprouting.To合理计算后放区上覆岩层移动的需要 知道了变形的复合rock.Actually抑郁症的运动情况是弯曲变形的变形的超级弹性compoun d岩石梁。 建立关系bendin 2.1力矩和defleetion。 为了获得之间关系的弯矩和变形是属于纯时刻的问题,首先建立如下(Figs.1和2TM)。 (图)图超弹性复合岩体梁 (图)的量程截面的应力分布 几何情商。(5)是由于该平面假设仍是正确的。(公式)的挠度、z是z轴方向;p点的曲率半径的中央的水平。