期刊文献+
共找到343篇文章
< 1 2 18 >
每页显示 20 50 100
Micro-structural evolution and their effects on physical properties in different types of tectonically deformed coals 被引量:45
1
作者 Yiwen Ju Kray Luxbacher +4 位作者 Xiaoshi Li Guochang Wang Zhifeng Yan Mingming Wei Liye Yu 《International Journal of Coal Science & Technology》 EI CAS 2014年第3期364-375,共12页
The macromolecular structure of tectonically deformed coals(TDC)may be determined by the deformation mechanisms of coal.Alterations of the macromolecular structure change the pore structure of TDC and thereby impact p... The macromolecular structure of tectonically deformed coals(TDC)may be determined by the deformation mechanisms of coal.Alterations of the macromolecular structure change the pore structure of TDC and thereby impact physical properties such as porosity and permeability.This study focuses on structure and properties of TDC from the Huaibei and Huainan coal mining areas of southern North China.Relationships between the macromolecular structure and the pore structure of TDC were analyzed using techniques such as X-ray diffraction,high-resolution transmission electron microcopy,and the low-temperature nitrogen adsorption.The results indicated that the directional stress condition can cause the arrangement of basic structural units(BSU)more serious and closer.And,the orientation is stronger in ductile deformed coal than in brittle deformed coal.Tectonic deformation directly influences the macromolecular structure of coal and consequently results in dynamic metamorphism.Because the size of BSU in brittle deformed coal increases more slowly than in ductile deformed coal,frictional heating and stress-chemistry of shearing areas might play a more important role,locally altering coal structure under stress,in brittle deformed coal.Strain energy is more significant in increasing the ductile deformation of coal.Furthermore,mesopores account for larger percentage of the nano-scale pore volume in brittle deformed coals,while mesopores volume in ductile deformed coal diminishes rapidly along with an increase in the proportion of micropores and sub-micropores.This research also approved that the deformations of macromolecular structures change nano-scale pore structures,which are very important for gas adsorption and pervasion space for gas.Therefore,the exploration and development potential of coal bed methane is promising for reservoirs that are subjected to a certain degree of brittle deformation(such as schistose structure coal,mortar structure coal and cataclastic structure coal).It also holds promise for TDC resulting from wrinkle structure coal of low ductile deformation and later superimposed by brittle deformation.Other kinds of TDC suffering from strong brittle-ductile and ductile deformation,such as scale structure coal and mylonitic structure coal,are difficult problems to resolve. 展开更多
关键词 Tectonically deformed coals Formation mechanisms Macromolecular structure Pore structure Micro-structured evolution coal bed methane
下载PDF
Response of Macromolecular Structure to Deformation in Tectonically Deformed Coal 被引量:8
2
作者 LI Xiaoshi JU Yiwen +1 位作者 HOU Quanlin FAN Junjia 《Acta Geologica Sinica(English Edition)》 SCIE CAS CSCD 2013年第1期82-90,共9页
The structural evolution of tectonically deformed coals (TDC) with different deformational mechanisms and different deformational intensities are investigated in depth through X-ray diffraction (XRD) analysis on 3... The structural evolution of tectonically deformed coals (TDC) with different deformational mechanisms and different deformational intensities are investigated in depth through X-ray diffraction (XRD) analysis on 31 samples of different metamorphic grades (R : 0.7%-3.1%) collected from the Huaibei coalfield. The results indicated that there are different evolution characteristics between the ductile and brittle deformational coals with increasing of metamorphism and deformation. On the one hand, with the increase of metamorphism, the atomic plane spacing (d002) is decreasing at step velocity, the stacking of the BSU layer (Lc) is increasing at first and then decreasing, but the extension of the BSU layer (La) and the ratio of La/Lc are decreasing initially and then increasing. On the other hand, for the brittle deformational coal, d002 is increasing initially and then decreasing, which causes an inversion of the variation of Lc and La under the lower-middle or higher-middle metamorphism grade when the deformational intensity was increasing. In contrast, in the ductile deformational coals, d002 decreased initially and then increased, and the value of L~ decreased with the increase of deformational intensity. But the value of La increased under the lower-middle metamorphism grade and increased at first and then decreased under the higher-middle metamorphism grade. We conclude that the degradation and polycondensation of TDC macromolecular structure can be obviously impacted during the ductile deformational process, because the increase and accumulation of unit dislocation perhaps transforms the stress into strain energy. Meanwhile, the brittle deformation can transform the stress into frictional heat energy, and promote the metamorphism and degradation as well. It can be concluded that deformation is more important than metamorphism to the differential evolution of the ductile and brittle deformational coals. 展开更多
关键词 tectonically deformed coal X-ray diffraction deformational mechanism deformationalintensity macromolecular structure
下载PDF
Structural Characteristics and Mechanical Properties of Rock Mass in the Field of Tianwan Nuclear Power Plant, China
3
作者 周念清 唐益群 +1 位作者 邓永华 赵在立 《Journal of Shanghai Jiaotong university(Science)》 EI 2006年第4期512-517,524,共7页
The structural characteristics and mechanical properties of the rock mass are important parts of the feasibility study on the nuclear power engineering field. In this study, by means of in situ investigation and stati... The structural characteristics and mechanical properties of the rock mass are important parts of the feasibility study on the nuclear power engineering field. In this study, by means of in situ investigation and statistics, the structural plane and joint fissure features of the rock mass were analyzed and discussed at different plots and different depth scopes in the Tianwan Nuclear Power engineering field, the rock mass integrality and its weathered degree were evaluated respectively, and especially, the unfavorable geological phenomena of strongly-weathered cystid existing in the field were studied. According to the results of indoor rock mechanical tests, in combination with drilling, the shallow seismic prospecting, sonic logging and point load tests, the statistical results of physical and mechanical indices of rocks at key plots of the field were analyzed, and the design parameters of the field were calculated. It provided scientific basis for the foundation design of the nuclear power plant. 展开更多
关键词 Tianwan Nuclear Power Plant structural plane joint FISSURE weathered degree rock mass INTEGRALITY mechanICAL property
下载PDF
Spectra response from macromolecular structure evolution of tectonically deformed coal of different deformation mechanisms 被引量:19
4
作者 LI XiaoShi JU YiWen +1 位作者 HOU QuanLin LIN Hong 《Science China Earth Sciences》 SCIE EI CAS 2012年第8期1269-1279,共11页
Coals with different deformation mechanisms(brittle deformation,brittle-ductile deformation,and ductile deformation) repre-sent different ways in macromolecular structure evolution based on the metamorphism.The evolut... Coals with different deformation mechanisms(brittle deformation,brittle-ductile deformation,and ductile deformation) repre-sent different ways in macromolecular structure evolution based on the metamorphism.The evolution of coal structure could affect the occurrence condition of coalbed methane(CBM) because the nanopore structure affected by macromolecular struc-ture is the most important reservoir for CBM.This paper analyzes the evolutions and mechanisms of structure and functional group of tectonically deformed coals(TDCs) collected from Huainan-Huaibei coalfield using X-ray diffraction(XRD),Raman spectroscopy,and Fourier Transform Infrared(FTIR) spectroscopy methods.The results show that the macromolecular struc-ture evolutions of TDC are different from the primary structure coal as a result of the different metamorphic grade and defor-mation mechanisms.The different deformation mechanisms variously affect the process of functional group and polyconden-sation of macromolecular structure.Furthermore,the tectonic deformation leads to secondary structural defects and reduces the structure stability of TDC.The coupled evolution on stacking and extension caused by the changes of secondary structural de-fects results from different deformation mechanisms.We consider that the changes of chemical structure and secondary struc-tural defects are the primary reasons for the various structure evolutions of TDC compared with primary structure coal. 展开更多
关键词 tectonicaHy deformed coal METAMORPHISM deformation mechanism macromolecular structure secondary structuraldefect
原文传递
Ground stability of underground gateroad with 1 km burial depth: A case study from Xingdong coal mine, China 被引量:13
5
作者 ZHANG Guang-chao HE Fu-lian +1 位作者 LAI Yong-hui JIA Hong-guo 《Journal of Central South University》 SCIE EI CAS CSCD 2018年第6期1386-1398,共13页
This paper presents an integrated investigation of the ground stability of a deep gateroad with a 1 km burial depth based on a field test, case studies, and numerical modelling. In situ stress measurements and mechani... This paper presents an integrated investigation of the ground stability of a deep gateroad with a 1 km burial depth based on a field test, case studies, and numerical modelling. In situ stress measurements and mechanical properties tests were first conducted in the test site. Then, the deformation behavior, stress and yield zone distributions, as well as the bolts load of the gateroad, were simulated using FLAC3D software. The model results demonstrated that the soft rock properties and high in situ stress were the main factors for the deep gateroad instability, and the shear slip failure induced by the high stress was the primary failure model for the deep rock mass. In addition, the unsuitable support patterns, especially the relatively short bolts/cables with low pre-tensions, the lack of high-strengthen secondary supports and the unsupported floor strata, also contributed to the gateroad instability. Subsequently, a new combined supporting strategy, incorporating longer bolts/cables, yielding ring supports, and grouting measures, was proposed for the deep gateroad, and its validity was verified via field monitoring. All these could be a reference for understanding the failure mechanism of the gateroad with 1 km burial depth. 展开更多
关键词 deep coal mine soft rock burial depth failure mechanism deformation behavior support strategy
下载PDF
Space-time evolution rules of acoustic emission location of unloaded coal sample at different loading rates 被引量:9
6
作者 Ai Ting Zhang Ru +1 位作者 Liu Jianfeng Ren Li 《International Journal of Mining Science and Technology》 SCIE EI 2012年第6期847-854,共8页
By using MTS815 rock mechanics test system,a series of acoustic emission(AE) location experiments were performed under unloading confining pressure,increasing the axial stress.The AE space-time evolution regularities ... By using MTS815 rock mechanics test system,a series of acoustic emission(AE) location experiments were performed under unloading confining pressure,increasing the axial stress.The AE space-time evolution regularities and energy releasing characteristics during deformation and failure process of coal of different loading rates are compared,the influence mechanism of loading rates on the microscopic crack evolution were studied,combining the AE characteristics and the macroscopic failure modes of the specimens,and the precursory characteristics of coal failure were also analyzed quantitatively.The results indicate that as the loading rate is higher,the AE activity and the main fracture will begin earlier.The destruction of coal body is mainly the function of shear strain at lower loading rate and tension strain at higher rate,and will transform from brittleness to ductility at critical velocities.When the deformation of the coal is mainly plasticity,the amplitude of the AE ringing counting rate increases largely and the AE energy curves appear an obvious ''step'',which can be defined as the first failure precursor point.Statics of AE information shows that the strongest AE activity begins when the axial stress level was 92-98%,which can be defined as the other failure precursor point.As the loading rate is smaller,the coal more easily reaches the latter precursor point after the first one,so attention should be aroused to prevent dynamic disaster in coal mining when the AE activity reaches the first precursor point. 展开更多
关键词 Acoustic emission testing Acoustic emissions coal coal mines deformation Disaster prevention Fracture mechanics rock mechanics Shear strain Strain rate UNLOADING
下载PDF
Effects of generally anisotropic crustal rocks on fault-induced displacement and strain fields
7
作者 E.Pan W.A.Griffith H.Liu 《Geodesy and Geodynamics》 2019年第5期394-401,共8页
We present a new solution for the elastic displacement and strain fields on or near Earth’s surface due to rectangular faults in an anisotropic half-space,expressed as a summation of(A)the solution in an infinite spa... We present a new solution for the elastic displacement and strain fields on or near Earth’s surface due to rectangular faults in an anisotropic half-space,expressed as a summation of(A)the solution in an infinite space which is singular,and(B)the complementary part which is regular and well-behaved.These two solutions are expressed in terms of the mathematically elegant and computationally powerful Stroh formalism and can be applied to the generally anisotropic rock half-space or a transversely isotropic rock mass with any oriented plane of isotropy.For any flat fault of polygonal shape,one needs only to carry out a simple line integral from 0 to 7 r in order to express the fault-induced response.Numerical examples are presented to demonstrate the significant effect of the rock anisotropy and layer orientation on the fault-induced displacement and strain fields in anisotropic rocks.Potential applications are wide ranging,from faults in sedimentary strata to strongly deformed metamorphic rocks with steeply dipping foliation. 展开更多
关键词 GEOmechanICS rock ANISOTROPY BEDDING plane deformation and strain FIELDS mechanics theory and modelling
下载PDF
采煤沉陷区框架结构抗变形研究现状与展望
8
作者 夏军武 周宇 +2 位作者 朱致淳 何源 于峻 《煤炭工程》 北大核心 2024年第10期100-107,共8页
针对我国矿山城市采煤沉陷区土地资源工程建设利用难的问题,在统计采煤沉陷区发展现状、综合治理及其工程建设利用率的基础上,分析了利用采煤沉陷区场地进行工程建设的必要性。从框架结构抗变形原理、共同作用机理、混凝土框架结构及钢... 针对我国矿山城市采煤沉陷区土地资源工程建设利用难的问题,在统计采煤沉陷区发展现状、综合治理及其工程建设利用率的基础上,分析了利用采煤沉陷区场地进行工程建设的必要性。从框架结构抗变形原理、共同作用机理、混凝土框架结构及钢框架结构抗变形技术等4个方面,总结分析了框架结构建筑物变形损害与保护技术的研究发展历程与不足之处;并展望了框架结构建筑物抗变形技术的发展方向:地表移动变形下大跨及多高层框架结构附加效应的动态演化规律,地表移动变形下地基-基础-结构共同作用的力学行为及变形协同机制,框架结构建筑物新型抗变形技术,框架结构建筑物抗震抗变形调控技术,以便形成地表移动变形下框架结构建筑物的综合理论与技术体系,为实现采煤沉陷区进行大型框架结构建筑物工程建设利用提供理论和技术支撑。 展开更多
关键词 采煤沉陷区 框架结构 损伤机理 共同作用 抗变形技术
下载PDF
倾斜煤系地层大断面客专隧道大变形原因分析及处置 被引量:3
9
作者 康宝祥 宋战平 +3 位作者 张庆贺 许晓静 周冠南 潘红伟 《土木与环境工程学报(中英文)》 CSCD 北大核心 2024年第2期89-99,共11页
针对沪昆铁路刘家庄隧道穿越煤系地层施工中发生的大变形现象,基于理论分析、数值模拟和现场监测方法,分析隧道发生大变形的原因,推导并验证了产生大变形的起始位置,得到了掌子面上方煤层单元体沿倾斜面方向的应力状态与隧道进入含倾斜... 针对沪昆铁路刘家庄隧道穿越煤系地层施工中发生的大变形现象,基于理论分析、数值模拟和现场监测方法,分析隧道发生大变形的原因,推导并验证了产生大变形的起始位置,得到了掌子面上方煤层单元体沿倾斜面方向的应力状态与隧道进入含倾斜煤系地层水平距离之间的变化规律,对倾斜煤层单元体与初期支护结构的应力与变形进行了分析。结果表明:掌子面上方煤体单元应力状态变化随掌子面进入倾斜煤层下方水平距离的增加,围岩经历挤压、压剪和剪切滑移3个变形阶段。围岩大变形与初期支护结构破坏均发生在剪切滑移阶段的初期,应在压剪变形阶段结合现场监测数据对掌子面进行喷射混凝土封闭、注浆加固掌子面上方松散煤层和加强初期支护结构刚度等措施以预防隧道产生大变形。 展开更多
关键词 隧道工程 煤系地层 围岩大变形 破坏机理 数值模拟
下载PDF
坚硬顶板切顶卸压技术对巷道围岩变形规律影响 被引量:4
10
作者 赵常辛 李晓旭 +2 位作者 石蒙 冀瑞锋 张焱 《工矿自动化》 CSCD 北大核心 2024年第1期147-154,共8页
针对特厚煤层坚硬顶板、宽煤柱条件下临空巷道面临的高围岩应力、大变形等问题,以老石旦煤矿16403综放工作面为工程研究背景,从宽煤柱顶板侧向破断结构角度对临空巷道大变形的影响因素进行了理论分析,采用数值模拟方法研究了对16402运... 针对特厚煤层坚硬顶板、宽煤柱条件下临空巷道面临的高围岩应力、大变形等问题,以老石旦煤矿16403综放工作面为工程研究背景,从宽煤柱顶板侧向破断结构角度对临空巷道大变形的影响因素进行了理论分析,采用数值模拟方法研究了对16402运输巷实施不同切顶卸压方案时,临近采空区的16403回风巷侧向顶板采动应力传递规律,并在现场施工水力压裂钻孔进行切顶卸压,实现临空巷道围岩变形控制。研究结果表明:“低位坚硬岩层悬臂梁+高位坚硬岩层砌体梁”破断结构是特厚煤层宽煤柱临空巷道大变形的主要原因,可采用切顶卸压技术破坏宽煤柱顶板侧向破断结构来控制临空巷道围岩大变形;切顶角变化可使关键块B长度发生改变,切顶角越大,则关键块B长度越小,临空侧顶板载荷向煤柱传递的程度越弱,临空巷道围岩承受的采动应力越小,切顶角为100°时临空巷道围岩垂直应力与变形量最小;在16402运输巷以切顶角100°施工水力压裂钻孔后,16403回风巷顶底板变形量较未实施切顶卸压的16402回风巷减小86.5%,两帮变形量减小87.1%,临空巷道围岩稳定性得到极大提高。 展开更多
关键词 综放工作面 留煤柱护巷 临空巷道 围岩变形控制 切顶卸压 水力压裂
下载PDF
基于真三轴卸载试验不同倾角组合煤岩力学特性研究 被引量:1
11
作者 彭岩岩 郦亦凡 +3 位作者 余虎 韩攀嵘 朱淳 何满潮 《采矿与岩层控制工程学报》 EI 北大核心 2024年第2期1-10,共10页
为深入研究煤炭开采过程中顶板结构面倾角对煤岩力学特性的影响,通过自主研发的地声过程模拟试验系统,开展不同结构面倾角条件下组合煤岩真三轴加卸载试验,并利用声发射探测系统进行监测。研究结果表明:随着结构面倾角的增大,试样的破... 为深入研究煤炭开采过程中顶板结构面倾角对煤岩力学特性的影响,通过自主研发的地声过程模拟试验系统,开展不同结构面倾角条件下组合煤岩真三轴加卸载试验,并利用声发射探测系统进行监测。研究结果表明:随着结构面倾角的增大,试样的破坏强度逐步下降,裂隙发展也逐渐减弱,其破坏形态从张拉剪切破坏逐渐向剪切破坏转变,直至倾角达到40°时,试样整体发生滑移破坏;在卸载破坏前,倾角<30°的试样发生充分的塑性变形,其承载力得到充分发挥,而倾角≥30°的试样达到临界破坏极限时迅速破坏,出现部分或完全滑移破坏;声发射信号集中于卸载破坏阶段,试样的结构面倾角越大,声发射累计计数越少,当倾角达到40°时发生滑移破坏,最大振铃计数大幅下降,对其累计计数略有影响。研究成果可为深入认识顶板结构面倾角引起的卸载破坏机制及矿山安全开采提供参考。 展开更多
关键词 组合煤岩 真三轴试验 结构面倾角 声发射
下载PDF
岩体结构面循环剪切设备和剪切力学特性的研究现状及展望
12
作者 尹敬涵 盛谦 +2 位作者 陈健 张茂础 崔臻 《防灾减灾工程学报》 CSCD 北大核心 2024年第5期1202-1230,共29页
总结了岩体结构面在循环荷载作用下的力学特性若干重要问题的研究进展,包括4个方面:(1)岩体结构面表面形态信息;(2)岩体结构面循环剪切试验设备;(3)循环剪切试验影响因素;(4)结构面力学特性的描述与表征。在对现有研究成果进行评述的基... 总结了岩体结构面在循环荷载作用下的力学特性若干重要问题的研究进展,包括4个方面:(1)岩体结构面表面形态信息;(2)岩体结构面循环剪切试验设备;(3)循环剪切试验影响因素;(4)结构面力学特性的描述与表征。在对现有研究成果进行评述的基础上指出了需要解决的问题和今后的发展方向。目前,结构面粗糙度描述缺乏统一的评判标准,在单向剪切中足以模拟地震动荷载的剪切设备仍有待进一步研发,且法向循环加载试验,特别是切向和法向循环荷载耦合剪切试验还有待研究,此外针对循环加载试验,仍缺乏一个完备的理论能够综合考虑所有影响因素;结构面的变形和强度公式如何选择也是一个较难解决的问题。研发新的动态、多自由度循环剪切设备,进行完备的循环剪切变形和强度公式研究是岩体结构面动态剪切问题研究的必由之路。希望本文可为今后的相关工作提供一定的参考和依据。 展开更多
关键词 岩体结构面 循环剪切设备 结构面力学特性 综述
下载PDF
巨厚膏盐岩形变机制解析及其对油气成藏的影响——以阿姆河右岸东部阿盖雷地区侏罗系为例
13
作者 张培军 谢明贤 +5 位作者 罗敏 张良杰 陈仁金 张文起 乐幸福 雷明 《岩性油气藏》 CAS CSCD 北大核心 2024年第6期36-44,共9页
阿姆河右岸侏罗系钦莫利阶发育巨厚膏盐岩,其对油气富集成藏具有重要影响。综合利用钻井岩心测试资料和地震资料,通过剖面地质形态分析与地震分频属性刻画,对阿姆河右岸东部阿盖雷地区侏罗系与膏岩层相关的典型构造样式进行了识别,并解... 阿姆河右岸侏罗系钦莫利阶发育巨厚膏盐岩,其对油气富集成藏具有重要影响。综合利用钻井岩心测试资料和地震资料,通过剖面地质形态分析与地震分频属性刻画,对阿姆河右岸东部阿盖雷地区侏罗系与膏岩层相关的典型构造样式进行了识别,并解析了其形变机制,恢复了关键成藏期的古构造,探讨了不同时期构造运动对油气运聚成藏的控制作用。研究结果表明:①阿盖雷地区侏罗系上盐层上部及上覆地层发育滑脱褶皱,下部发育少量大型盐枕构造,中石膏—下盐层—下石膏层整体变形程度较低,下盐层内发育3种形态小型盐枕构造及盐缩颈,盐枕构造间可识别典型礁/丘滩体。②研究区构造挤压应力和重力滑脱作用是形成膏盐岩形变的主要动力,考虑“2期主要构造运动、先存地貌/构造、多层差异化变形塑性地层、纵横向复合叠加变形”4项关键因素建立了多层叠覆型复杂构造变形模式。③采用基于盐层流动增厚量回填的厚度图法恢复了研究区上盐层沉积前、早白垩世末生烃高峰期的古构造,综合生排烃史、构造发育史、气井产量,明确了基于膏盐岩形变恢复的古构造是天然气富集高产的重要因素,具有“天然气持续充注、多期动态成藏”的演化特征,古、今构造继承性发育区为天然气富集的最有利区。 展开更多
关键词 膏盐岩 变形机制 古构造 滑脱褶皱 盐枕构造 挤压应力 重力滑脱作用 侏罗系 阿盖雷地区 阿姆河右岸
下载PDF
鹈鹕优化算法在岩体结构面分组中的应用 被引量:1
14
作者 刘铁新 董自岩 郭怡宁 《哈尔滨工业大学学报》 EI CAS CSCD 北大核心 2024年第3期117-125,共9页
结构面广泛分布于岩体之中,难以逐一进行分析。现有研究方法存在对初始信息敏感,分组结果可靠性差,以及难以准确对产状相近的结构面进行分组等不足。针对上述问题,提出了一种基于鹈鹕优化算法(POA)的岩体结构面分组方法。首先,利用POA... 结构面广泛分布于岩体之中,难以逐一进行分析。现有研究方法存在对初始信息敏感,分组结果可靠性差,以及难以准确对产状相近的结构面进行分组等不足。针对上述问题,提出了一种基于鹈鹕优化算法(POA)的岩体结构面分组方法。首先,利用POA算法全局寻优初始聚类中心,结合模糊C均值算法(FCM)将结构面产状数据进行完全分组。其次,利用蒙特卡罗模拟技术,生成符合Fisher分布的产状数据。最后,基于正交设计,对比传统FCM算法,以识别错误率为指标,研究了新算法在不同结构面数量、结构面组数、聚类中心、离散度情况下分组精度的变化规律。结果表明:聚类中心对分组精度具有显著影响;所提方法能对产状极点边界不清晰的结构面数据进行有效分组,可有效提高分组精度和分组结果的可靠性。以大连某水库边坡结构面数据为基础,对其进行分组处理,验证了新方法的工程实用性。研究结果可以为结构面三维网络计算机模拟和岩体工程稳定性分析提供依据。 展开更多
关键词 岩体力学 鹈鹕优化算法 模糊C均值算法 结构面分组 正交设计
下载PDF
应力扰动路径对煤岩力学性能的影响试验研究
15
作者 刘成勇 王翰秋 +5 位作者 刘治成 吴继飞 赵萌烨 张新福 刘雪峰 张进鹏 《煤矿安全》 CAS 北大核心 2024年第5期28-34,共7页
在利用废弃矿井抽水蓄能过程中,煤柱不仅受到单调荷载的影响,而且会遭受频繁的应力扰动。以陕西省河畔煤矿煤岩为研究对象,研究了单调荷载(路径1)、多级等幅循环荷载(路径2)、多级增幅循环荷载(路径3)影响下试样的强度、变形特征以及破... 在利用废弃矿井抽水蓄能过程中,煤柱不仅受到单调荷载的影响,而且会遭受频繁的应力扰动。以陕西省河畔煤矿煤岩为研究对象,研究了单调荷载(路径1)、多级等幅循环荷载(路径2)、多级增幅循环荷载(路径3)影响下试样的强度、变形特征以及破坏模式。试验结果表明:循环荷载作用下,试样的应力-应变曲线形成了明显的滞回环,且随着应力水平增加,滞回环面积显著增加;与轴向应变相比,环向应变对应力路径的敏感性更强;单调荷载作用下煤样的峰值强度和峰值应变最大,多级循环荷载作用下试样的强度和峰值轴向应变分别降低了22.12%、18.35%(路径2)、5.30%、10.34%(路径3);应力路径2作用下的试样割线模量明显高于其他应力路径;应力路径对试样宏观破坏模式的影响甚微,但多级循环荷载使得试样表面裂纹数量和尺寸变大。 展开更多
关键词 煤岩力学性能 单调荷载 应力扰动 变形特征 煤岩破坏模式
下载PDF
层面位置对煤岩组合体动态破坏特性影响规律研究
16
作者 郑建伟 张修峰 +7 位作者 鞠文君 王存文 韩跃勇 李国营 陈洋 李海涛 郝晋伟 刘彪 《煤田地质与勘探》 EI CAS CSCD 北大核心 2024年第10期97-105,共9页
【目的】层面位置对煤岩组合体动态破坏过程及力学特性具有重要影响作用,但影响规律尚不清晰。【方法】通过对含有3种层面位置的煤岩组合体(层面分别位于岩石部分上位、中位和下位)开展霍普金森冲击(split Hopkinson pressure bar,SHPB... 【目的】层面位置对煤岩组合体动态破坏过程及力学特性具有重要影响作用,但影响规律尚不清晰。【方法】通过对含有3种层面位置的煤岩组合体(层面分别位于岩石部分上位、中位和下位)开展霍普金森冲击(split Hopkinson pressure bar,SHPB)实验,分析了冲击载荷条件下煤岩组合体动态应力-应变、破坏过程、能量结构、碎块特征的演变规律。【结果和结论】结果表明:(1)煤岩组合体动态应力-应变过程可以分为近似线性阶段、非线性的动态应力-应变阶段、弹性模量降低阶段、宏观破裂阶段、应力波卸载阶段5个阶段。(2)随着层面由上向下布置,岩石部分的破坏程度逐渐增强,破坏过程逐渐剧烈,破坏后的碎块的均匀程度降低,而煤体部分的破坏程度则逐步降低,破碎后的块度逐渐增加。(3)层面的存在会降低煤岩组合体动态抗压强度,与无层面煤岩组合体(平均强度为79.487 MPa)相比,当层面位于上方时,组合体动态抗压强度(平均强度为73.724 MPa)降低7.25%;当层面位于中位时,组合体动态抗压强度(平均强度为61.798 MPa)降低22.26%;当层面位于下位时,组合体的动态抗压强度(平均强度为64.991 MPa)降低18.24%。(4)随着层面位置由上向下布置,能量结构发生变化,反射能占比降低,吸收能占比增加,透射能占比减小。本研究可以为超长孔水力压裂技术或地面压裂技术在大范围处理坚硬顶板工程开展过程中压裂位置的选择提供一定指导。 展开更多
关键词 层面位置 煤岩组合体 动态抗压强度 SHPB 能量结构 水力压裂
下载PDF
煤柱-顶板结构能量演化特征及稳定性研究
17
作者 李瑞金 李谭 +1 位作者 陈光波 李康 《煤矿安全》 CAS 北大核心 2024年第1期139-150,共12页
煤矿事故的发生大多是由煤柱及其上覆顶板岩层失稳破坏引起的。为了研究不同煤-岩高度比对煤柱-顶板结构变形破坏及能量演化机制的影响,对煤-岩高度比分别为1∶3、1∶2、1∶1、2∶1及3∶1的煤-岩组合体进行了单轴加载及循环加卸载试验,... 煤矿事故的发生大多是由煤柱及其上覆顶板岩层失稳破坏引起的。为了研究不同煤-岩高度比对煤柱-顶板结构变形破坏及能量演化机制的影响,对煤-岩高度比分别为1∶3、1∶2、1∶1、2∶1及3∶1的煤-岩组合体进行了单轴加载及循环加卸载试验,研究了煤-岩结构体变形与能量演化之间的变化关系,利用加卸载响应比对煤-岩组合体的稳定性进行分析,对煤-岩组合体稳定性进行定量评价。结果表明:煤-岩组合体在单轴加载及循环加卸载作用下的峰值强度均随着煤-岩高度比的增加而逐渐降低,煤-岩组合体在循环加卸载作用下的峰值强度均低于单轴加载试验中的峰值强度,煤-岩高度比越大,循环载荷作用下组合体峰值强度降低率越小;组合体输入能、弹性能和耗散能随应力增加呈非线性增加,煤-岩高度比与组合体循环载荷过程中产生的平均弹性应变、平均弹性能、平均残余应变、平均耗散能、总残余应变和加卸载响应呈正比关系,与总弹性应变、总弹性能和总耗散能呈反比关系。 展开更多
关键词 岩层失稳 煤-岩高度比 煤-岩组合体 变形特征 破坏特征 能量演化 围岩控制
下载PDF
焦家金矿破碎岩体变形破坏规律研究
18
作者 刘军晓 《黄金》 CAS 2024年第7期22-25,共4页
焦家金矿-570~630 m中段矿(岩)体节理裂隙发育,易出现楔形不稳定结构,进而发生岩体冒落。对岩体进行了地质钻孔、结构面条件调查等得出,焦家金矿岩体较为破碎,节理发育,节理产状分布范围广。对开采扰动下巷道收敛变形规律进行研究与总结... 焦家金矿-570~630 m中段矿(岩)体节理裂隙发育,易出现楔形不稳定结构,进而发生岩体冒落。对岩体进行了地质钻孔、结构面条件调查等得出,焦家金矿岩体较为破碎,节理发育,节理产状分布范围广。对开采扰动下巷道收敛变形规律进行研究与总结,并通过雷达测试分析焦家金矿巷道破坏深度,损伤深度基本保持在2 m,存在较多的结构弱面,需及时采取加固措施。此研究对该处矿体的支护等做出合理规划,进一步指导采场结构参数的合理选取,以确保该矿段的安全生产。对类似矿山破碎矿体的治理条件有一定的借鉴意义。 展开更多
关键词 岩体变形破坏分析 岩体性质 开采扰动 破碎矿体 结构面 雷达测试 采场结构参数
下载PDF
考虑割理面时煤层造斜段坍塌压力变化规律研究
19
作者 陈颖超 《承德石油高等专科学校学报》 CAS 2024年第1期18-23,共6页
在武威盆地太原组水平井钻进作业时,依据井史数据调研发现,煤层段卡钻、井径扩大、钻具掉落等井壁坍塌导致的井下复杂事故发生,严重制约了煤层气勘探开发的进程。由于煤岩交错割理性(面割理、端割理)弱结构面发育,使煤岩在造斜钻进时井... 在武威盆地太原组水平井钻进作业时,依据井史数据调研发现,煤层段卡钻、井径扩大、钻具掉落等井壁坍塌导致的井下复杂事故发生,严重制约了煤层气勘探开发的进程。由于煤岩交错割理性(面割理、端割理)弱结构面发育,使煤岩在造斜钻进时井壁破坏在力学上呈现为非连续性和非均质性。建立了考虑弱面的井壁坍塌数学模型。通过分析煤岩矿物成分、微宏观结构,确定煤岩井壁坍塌为力学机制占主导因素,得出割理导致的煤岩碎裂成块是井壁失稳的根本原因,建议在后续煤层钻井中优化井眼轨迹、优化钻井液性能进行井壁防塌,并引入煤岩井壁坍塌实时监测系统。 展开更多
关键词 煤岩地层 割理 弱面结构 井壁坍塌 实时监测系统
下载PDF
非均质结构含量对煤岩组合体强度及破坏特征的影响
20
作者 郭军鹏 刘文博 张鹏鹏 《煤炭技术》 CAS 2024年第3期16-20,共5页
为研究非均质结构含量对煤岩组合体强度及破坏演化特征的影响,基于离散元软件,建立了不同非均质结构含量的煤岩组合体模型,考虑非均质结构含量为10%、30%、50%、70%和90%这5种方案,对煤岩组合体的强度特征、裂纹发育扩展过程进行了研究... 为研究非均质结构含量对煤岩组合体强度及破坏演化特征的影响,基于离散元软件,建立了不同非均质结构含量的煤岩组合体模型,考虑非均质结构含量为10%、30%、50%、70%和90%这5种方案,对煤岩组合体的强度特征、裂纹发育扩展过程进行了研究,分析了其影响机理。结果表明:随非均质结构含量的增加,煤岩组合体强度参数整体呈下降趋势,煤岩组合体声发射平静期范围呈先减小后增大趋势,声发射骤增期呈上升趋势;非均质结构与煤岩颗粒的属性差异导致了局部应力集中;非均质结构含量变化决定了试样强度特征和最终破坏模式,随非均质结构含量增加,煤岩和非均质结构中的主要承载结构由煤岩转变为非均质结构。 展开更多
关键词 非均质结构 煤岩组合体 力学特性 裂纹扩展 离散元
下载PDF
上一页 1 2 18 下一页 到第
使用帮助 返回顶部