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1.
Calculation of Electromagnetic Radiation Criterion for Rockburst Hazard Forecast in Coal Mines 总被引：4，自引：0，他引：4
V. Frid 《Pure and Applied Geophysics》2001,158(5-6):931-944
— Intensive micro-fracturing of rock close to mining operations accompanies an increase in the likelihood of rockbursting. This fracturing causes an increase of the electromagnetic radiation (EMR) level by up two orders of magnitude, depending on the mining environment. Several examples of this enhanced EMR are presented in this paper. We first treat the EMR theoretical criterion of rockburst hazard in coal mines and compare it with the empirical criterion of EMR activity that was revealed on the basis of more than 400 different hazardous and non-hazardous situations in underground coal mines. Only the following parameters are needed to estimate the EMR criterion of rockburst hazard: limiting value of gum volume, mine working width, coal seam thickness, and coal elastic properties. 相似文献
2.
运用研制的KBD5矿用本安型电磁辐射监测仪测试了煤矿采掘过程中工作面煤岩体的电磁辐射，分析了电磁信号与采掘工艺及煤岩动力灾害危险性等的关系。研究表明，煤矿采掘过程伴随产生电磁辐射，电磁辐射是煤岩体受到采动影响后应力重新分布或变形破裂趋向新平衡的结果；有煤与瓦斯突出和冲击地压危险时，有明显的电磁异常前兆；采取防治措施后，电磁辐射显著下降。电磁辐射技术在煤矿可以用于预测煤与瓦斯突出、冲击地压等煤岩动力灾害。 相似文献
3.
在陷落柱侧壁突水研究中引入厚壁筒力学模型,将陷落柱侧壁煤柱视为多孔介质,考虑地下水的渗流体积力,应用摩尔库伦强度理论和弹塑性力学模型,推导出煤柱弹塑性状态应力解析式,以及煤柱内塑性区半径与水压力的关系表达式,同时编程试算出陷落柱侧壁突水的临界水压力。在此基础上,分析了煤柱孔隙率、煤柱抗剪强度参数以及煤柱宽度等因素对陷落柱侧壁突水的临界水压力的影响规律。研究结果表明：1煤柱能够承受的临界水压随着煤柱孔隙率的增加而降低,故当煤柱裂隙发育时,不考虑渗流力的结果将偏于安全;2煤柱宽度越大、抗剪强度越高,则临界水压越大,陷落柱侧壁突水的危险性越低;3可通过注入水泥浆液减小煤柱孔隙率和提高煤柱强度来防止陷落柱侧壁突水,同时可减少煤柱的留设宽度,对减少煤炭损失有着重要意义。 相似文献
4.
Abstract An analysis of a series of chalk samples from the Lublin coal basin reveals that its matrix is a very porous but only slightly permeable porous medium; its water reserves are hardly susceptible to gravity drainage. The interconnected porosity of the chalk matrix diminishes with depth, probably because of the increase in lithostatic pressure. 相似文献
5.
储层改造是煤层气井提高产能的重要措施,水力压裂是煤层气储层改造的重要方法.为研究煤层气储层压裂过程及其天然裂缝对煤储层压裂时破裂压力的影响,本文以山西沁水盆地南部高煤级煤矿区为研究区,运用有限元数值模拟方法,计算不同地应力条件下、裂缝处于不同位置时煤储层的破裂压力.结果表明:(1)不同类型地应力场对破裂压力的影响不同.对于均匀应力场,破裂压力随着围压的增大而增大,其增幅约为围压的两倍;对于非均匀应力场,当一个水平主应力不变时,破裂压力会随着水平主应力差的增加而减少;(2)如果地应力条件不变,煤储层破裂压力随着天然裂缝与最大水平主应力方向夹角的增加而增加,水平主应力差越大煤储层破裂压力增幅也越大;(3)在有天然裂隙的地层中进行压裂,当天然裂缝的方位不同时压裂裂缝既可能是沿着天然裂缝扩展的裂缝,也可能是压裂过程中产生的新裂缝,因此天然裂缝的方位对破裂压力具有一定的影响. 相似文献
6.
Enyuan Wang Xueqiu He Xiaofei Liu Zhonghui Li Chao Wang Dong Xiao 《Journal of Applied Geophysics》2011,75(2):338-344
An electromagnetic radiation evaluation method for the relative stress state of coal bed under stress was proposed in this paper. The stress distribution of mine roadway or working face, as well as high stress zone or stress gradient zone, was analyzed by the method. The main advantages of the technique are its characteristics of non-contact, orientability, and regional monitoring. Correlation analysis of electromagnetic radiation with relative stress was carried out in coal mines and tunnels. The results indicate that the electromagnetic radiation technology has a wide application prospect in the evaluation of mine pressure. 相似文献
7.
岩石破裂电磁辐射现象是客观存在的物理现象.随着电磁辐射观测技术在地震研究、冲击矿压预测等领域的应用，极大地推动了岩石破裂电磁辐射的实验研究.本文对岩石破裂电磁辐射的影响因素以及相伴生的现象，以及有关的物理解释进行了概括介绍.由于不同研究者使用实验设计、实验参数、实验条件的不同，使得观测和研究结果同样难以统一认识.不同的研究者根据各自的试验提出了不同的物理机制.同时对已发现现象的重复性、证实性研究岩石试验缺乏.严重匮乏利用数值模拟以及建立模型定量研究岩石破裂的电磁辐射.此外，岩样实验系统不同于实际的地震系统，进行模拟震源环境的实验研究，发展大尺度的标本和原岩现场实验的基础上，如何建立室内室外岩石实验与地震观测事实之间的联系是问题的关键. 相似文献
8.
主应力轴持续旋转条件下饱和松砂的振动孔隙水压力特性 总被引：2，自引：0，他引：2
利用新研制的“土工静力-动力液压三轴-扭剪多功能剪切仪”,针对福建标准松砂,在三向非均等固结条件下,进行了能够模拟海洋波浪荷载作用下主应力轴连续旋转的循环耦合剪切试验。通过试验着重探讨了初始主应力方向、振动过程中主应力方向连续变化对不排水条件下砂土的振动孔隙水压力增长特性的影响。实验研究表明:在振动过程中主应力轴连续旋转的条件下,初始主应力方向对砂土的动孔压比与振次比之间关系具有显著的影响,随着初始大主应力与竖向之间夹角的增大,动孔压比的增长速度明显加快,具有较好的规律性;归一化孔压比与广义剪应变之间的关系基本上与初始主应力方向角和振动剪应力幅值无关。 相似文献
9.
为进一步明确岩石破裂电磁辐射频率特征,基于岩石破裂电磁辐射是由岩石破裂时传播裂纹引起原子扰动产生的假说, 通过断裂力学理论中小范围屈服条件下张开位移法计算岩石破裂时的裂纹宽度,由单脉冲电磁辐射频率与裂纹宽度之间的关系,研究电磁辐射频率与岩石属性参数之间的关系,并给出了它们之间的关系表达式;单独讨论了不同属性参数对电磁辐射频率的影响.结果表明,电磁辐射频率随弹性模量增大而增大,随岩样尺寸和强度增大而减小,随泊松比的变化、岩石弹模的不同电磁辐射频率有变化;当弹模较小时,泊松比的影响也较小,而当弹模很大,即岩石刚度很大时,泊松比的增大会导致频率的增大;裂纹初始长度的变化受试件尺寸的影响,进而影响频率,当尺寸较大时,裂纹长度对频率影响较小,当尺寸较小时,频率随裂纹长度增大而增大.通过计算几种常见岩石破裂时电磁辐射频率值发现,岩石破裂时电磁辐射频率达到105 Hz量级,这与现有的实验结果相吻合. 相似文献
10.
Experimental study of ultralong wave band for electro－magnetic signals and acoustic emission during rock fracture 总被引：1，自引：0，他引：1
Ｅｘｐｅｒｉｍｅｎｔａｌ ｓｔｕｄｙ ｏｆ ｕｌｔｒａｌｏｎｇ ｗａｖｅ ｂａｎｄ ｆｏｒ ｅｌｅｃｔｒｏ－ｍａｇｎｅｔｉｃ ｓｉｇｎａｌｓ ａｎｄ ａｃｏｕｓｔｉｃ ｅｍｉｓｓｉｏｎ ｄｕｒｉｎｇ ｒｏｃｋ ｆｒａｃｔｕｒｅ（曹惠馨）（钱书清）（吕... 相似文献
11.
David F. Boutt 《Ground water》2010,48(4):580-592
Short-term changes in the hydraulic head of surface water bodies are known to influence the shallow response of hydraulically connected groundwaters. Associated with these fluctuations is the physical increase in stream water creating a mechanical load on the ground surface. This load is supported by the geologic materials (sediment or rock) and the pore fluid contained within the pores. Changes in this surface load have a direct effect on the total stress of the aquifer causing either a change in effective stress or fluid pressure. This response, predicted by the framework of linear poroelasticity, is a well-understood phenomenon in geologic materials. Currently, field measurements of the hydraulic response (i.e., fluid pressure) of aquifer materials are undergoing poroelastic loading due to dam releases in the Deerfield River Watershed in Massachusetts. An increase in stream stage from upstream dam releases causes an instantaneous pore fluid pressure increase at multiple depths and locations in the aquifer. This increase lasts anywhere from 15 to 40 minutes depending on the magnitude of the rise in the stream stage. Pore-pressure changes are well correlated to stream stage fluctuations for all of the recorded events. Poroelastic models created using basin stratigraphy and hydraulic properties of the aquifer response match the field observations well. Model results suggest that the overall stratigraphy is important in controlling the magnitude and duration of the poroelastic response. An improved understanding of responses such as these can be used to constrain uncertainties in model calibration and simulations of the contaminant migration in low permeability fine-grained (compressive) materials. 相似文献
12.
AbstractThis article addresses the critical need for a better quantitative understanding of how water resources from the Hérault River catchment in France have been influenced by climate variability and the increasing pressure of human activity over the last 50 years. A method is proposed for assessing the relative impacts of climate and growing water demand on the decrease in discharge observed at various gauging stations in the periods 1961–1980 and 1981–2010. An annual water balance at the basin scale was calculated first, taking into account precipitation, actual evapotranspiration, water withdrawals and water discharge. Next, the evolution of the seasonal variability in hydroclimatic conditions and water withdrawals was studied. The catchment was then divided into zones according to the main geographical characteristics to investigate the heterogeneity of the climatic and human dynamics. This delimitation took into account the distribution of climate, topography, lithology, land cover and water uses, as well as the availability of discharge series. At the area scale, annual water balances were calculated to understand the internal changes that occurred in the catchment between both past periods. The decrease in runoff can be explained by the decrease in winter precipitation in the upstream areas and by the increase during summer in both water withdrawals and evapotranspiration in the downstream areas, mainly due to the increase in temperature. Thus, water stress increased in summer by 35%. This work is the first step of a larger research project to assess possible future changes in the capacity to satisfy water demand in the Hérault River catchment, using a model that combines hydrological processes and water demand.
Editor Z.W. Kundzewicz 相似文献
13.
Jyotirmoy Mallik George Mathew Thomas Angerer Reinhard O. Greiling 《Journal of Geodynamics》2008,45(4-5):234-245
The Kachchh basin in the western India is known for its recent high seismicity. This study presents an application of the geogenic Electromagnetic Radiation (EMR) technique for deciphering the directions of principal horizontal stress in the eastern Kachchh. The principal direction of horizontal stress obtained from EMR differs from those obtained from earthquake focal plane solutions. The major horizontal principal stress based on the EMR study shows an azimuth of N60°E ± 10°. The principal directions of EMR emissions are parallel to the acute bisector of conjugate microcracks. The azimuthal distribution of EMR signal and dimension of microcracks suggest that the EM emissions are transversely polarized.The study also deals with the first application of electromagnetic radiation emissions to identify active fracture planes in sandstones that could become potential active faults later, which might be seismogenic or nonseimogenic. This study is based on linear profiling at six different places across two major faults, the Kachchh Mainland Fault (KMF) and the South Wagad Fault (SWF) in the eastern Kachchh. Anomalously, high EMR emissions are observed in the eastern part of the KMF, indicating active surface deformation. 相似文献
14.
15.
为了经济、环保地达到改良处理减轻饱和黄土地基液化震害的目的,通过配备不同粉煤灰掺量的改良黄土进行动三轴试验,研究饱和粉煤灰改良黄土的动应力、动应变和动孔隙水压力变化特征,分析粉煤灰掺量对饱和改良黄土液化应力比、动残余变形和动孔隙水压力的影响规律,并结合微结构试验结果,探讨饱和粉煤灰改良黄土抗液化的物理化学机制。结果表明:粉煤灰掺量对饱和改良黄土的液化应力比、动应变和动孔隙水压力比均具有较为显著的影响。随着粉煤灰掺量的增加,饱和改良黄土的液化应力比持续增加,且当掺量达到15%后,继续增加粉煤灰掺量时改良黄土的液化应力比增加显著。饱和改良黄土的动应变和动孔隙水压力比均随着粉煤灰掺量的增加而减小;掺量达到25%后,饱和改良黄土不液化。饱和粉煤灰改良黄土的SEM细观结构试验照片中呈现大量的圆球状、粒状粉煤灰颗粒和絮凝状胶结物,表明其抗液化的物理化学机制主要包括粉煤灰的水化作用、胶体生成物和颗粒的填隙作用和粉煤灰对游离水的吸附作用。 相似文献
16.
在岩石电阻率随压力变化的不同阶段,部份地减低轴向压力后再加压(每回总压降约为破坏应力的10%).研究这种特殊的加载方式下,即所谓应力反复对电阻率的影响.结果如下:(1)对高水饱和度岩石,随压力不断增加电阻率变化的总趋势为上升——平稳——下降的变化形态(包括饱和度为100——70%).对低饱和度岩石(实验中饱和度为70%和50%),电阻率变化的总趋势已改变.(2)对高饱和度岩石共作了十一次应力反复实验.除了水饱和度为71%的岩石在压力为30MPa 处,应力反复时电阻率无明显变化外,其余均呈现电阻率的负异常(下降幅度约2%左右),我国地电台在震前观测到的地电阻率变化以负异常为主.实验结果为解释这种负异常提供一种新的可能机制.(3)在电阻率随压力变化的下降段,特别是接近岩石破坏时,应力反复所引起的电阻率负异常与一般情况下出现的负异常相比,有以下三个特征:a)负异常的幅度要大一个数量级(约-20%);b)不仅应力下降时电阻率下降,而且应力恢复时电阻率仍然下降;c)各个方向电阻率变化的差别很大(约10%).以上这三个特征可作为岩石临近破坏的标志.而一般的电阻率负异常可能只与应力反复有关,并不意味着岩石处于临近破裂的危险状态.(4)低饱和度岩石,应力反复可能引起电阻率的正异常.作者还用 相似文献
17.
不同掘进工艺煤与瓦斯流固耦合数值模拟研究 总被引：1，自引：0，他引：1
井下瓦斯事故严重威胁着煤矿的安全,研究煤与瓦斯耦合作用规律并采取相应措施可以有效地防止事故发生。考虑瓦斯气体的可压缩性和吸附、解吸特性,假设瓦斯气体在煤体孔隙中的流动遵循D arcy定律,建立了考虑爆破因素的煤与瓦斯流固耦合数学模型,并利用com so l对其求解。结果表明：炮掘对煤体的破坏能力大于机掘;炮掘工艺下,爆破应力对煤体应力、位移的作用大于应力耦合的作用,机掘工艺应该考虑应力耦合的作用;煤层瓦斯压力随着煤壁暴露时间的增加而发生改变,整个巷道附近的瓦斯压力有降低的趋势,呈现漏斗状分布;煤层上表面煤体竖向位移边界呈以巷道顶端为中心的＂O＂型分布,且以＂O＂型中心处的位移值最大。 相似文献
18.
煤储层应力敏感性是影响煤层气井产能的地质因素,以鄂尔多斯盆地东南缘高煤级煤储层为对象,通过煤样的应力敏感性实验和现场测试,建立了高煤级煤储层渗透性与应力之间的相关关系和模型;探讨了渗透性变化的控制机理.研究结果表明, 煤储层渗透率随应力的增加按负指数函数规律降低.在应力小于5 MPa时,煤储层渗透率随应力增加快速下降,应力敏感性最强;应力在5~10 MPa时,渗透率随应力增加而较快下降,应力敏感性较强;而当应力大于10 MPa后,渗透率随应力的增加下降速度减缓,应力敏感性减弱.与沁水盆地南部高煤级煤样实验结果对比认为,鄂尔多斯盆地东南缘山西组2煤层应力敏感性要小于沁水盆地南部山西组3煤层的应力敏感性.煤储层渗透性是在应力作用下煤储层中裂隙产生压缩(压密)变形,裂隙开度急剧减小的结果.因此在煤层气开发过程中控制排采速度,尤其是排采早期降液速度,对于防止煤储层应力敏感性,提高采收率具有实际意义. 相似文献
19.
首次将先进的无损检测NMRI成像技术引入煤层中气水两相运移的研究领域,将自主设计研制的、可同时改变围压、轴压和孔隙压的、非磁性聚碳酸酯材料制成的三轴渗透仪置于NMRI成像仪磁体腔中,通过气驱水和水驱气NMRI试验 实时观测了气水流动规律.主要以水驱气NMRI试验为例,详细介绍了核磁共振三轴渗透仪和型煤试件的研制,并重点阐述了水驱气试验过程和相关参数,利用NMRI技术实时观测得到了不同时间沿驱替方向型煤试件水平剖面的NMRI成像图,最后对试验结果进行了比较分析,揭示了一些新的规律认识：(1)水驱替前缘具有不一致性,从NMRI试验角度验证了前人甲烷类气体赋存形式主要以吸附在孔隙内表面为主的重要结论;(2)煤试件存在优势驱替路径,且这种优势路径在驱替过程中基本保持不变,水驱气的优势驱替路径易产生在煤试件边缘,即煤孔隙裂隙发育区;(3)水驱流量变化决定了水驱前缘的运移速度,且对水驱气效果具有滞后效应;(4)水驱气初次驱替效果好于二次驱替效果;(5)水驱替气的顺序为：主要大裂隙—周边裂隙—周边孔隙. 相似文献
20.
Underground Measurements of Electromagnetic Radiation Related to Stress-induced Fractures in the Odenwald Mountains (Germany) 总被引：1，自引：0，他引：1
Marco Lichtenberger 《Pure and Applied Geophysics》2006,163(8):1661-1677
The regional stress field at Wald-Michelbach (Odenwald Mountains, Germany) induces a secondary stress field around the space
of the local railway tunnel. Resulting maximum shear stresses produce microfractures, which emit electromagnetic radiation
(EMR). From EMR measured along the cross section and the long axis of the tunnel, the regional stress field is determined
by a correlation of detected impulses per time with stresses calculated from the orientation of the tunnel, its diameter,
and topographic load. The major horizontal principal stress has an azimuth of 103°. At times, strongly alternating EMR values
are observed, which indicate electromagnetic disturbances of unknown origin. Such disturbances are identified by repeated
measurements and are not evaluated. The repeated measurements, which are not disturbed, differ with median 112 impulses per
100 ms. This difference corresponds to 0.037 MPa and indicates a good reproducibility of the results. Regional stress magnitudes
and the WNW-ESE orientation of the major horizontal principal stress indicate a minor N – S directed tensional force at the
western shoulder of the Upper Rhine Graben. 相似文献