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1.
Seismological models for mining-induced seismic events   总被引:1,自引:0,他引:1  
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2.
Rockburst is a typical dynamic disaster in underground coal mines which its occurrences relate to the mechanical quality of coal seam and surrounding rock mass and also the condition of stress distribution. The main aim of this paper is to study the potential of rockburst in a longwall coal mine by using of passive seismic velocity tomography and image subtraction technique. For this purpose, first by mounting an array of receivers on the surface above the active panel, the mining-induced seismic data as a passive source for several continuous days were recorded. Then, the three-dimensional tomograms using simultaneous iteration reconstruction technique (SIRT) for each day are created and by employing the velocity filtering, the overstressed zones are detected. In addition, the two-dimensional seismic velocity tomograms in coal seam level by slicing the three-dimensional tomograms are obtained. Then the state of stress changes in successive days by applying the image subtraction technique on these two-dimensional tomograms is considered. The results show that the compilation of filtered three-dimensional tomograms and subtracted images is an appropriate approach for detecting the overstressed zones around the panel and subsequent evaluation of rockburst potential. The research conclusion proves that the applied approach in this study in combination with field observations of rock mass status can effectively identify the rockburst-prone areas during the mining operation and help to improve the safety condition.  相似文献   

3.
Rockbursts and mining-induced seismic events have serious socio-economic consequences for the Canadian mining industry, as their mines are extended to greater depths. Automatic multichannel monitoring systems (Electro-Lab MP250s) are routinely, used to detect the arrival times of seismic waves radiated by mining-induced events and sensed on an array of single component transducers installed throughout a mine. These arrival times are then used to locate the events and produce maps of areas of high activity for use in mine planning and design. This approach has limitations in that, it does not allow a detailed analysis of source mechanisms, which could be extracted if whole waveform signals are recorded and analyzed.A major research project, sponsored by the Natural Sciences and Engineering Research Council of Canada (NSERC) with the collaboration of the Canadian mining industry, is aimed at enhancing existing mine seismic monitoring technology in Canada, in order to carry out more advanced processing of data to obtain fundamental scientific information on mining-induced seismic events This paper describes preliminary results from seismic monitoring experiments carried out in a hard rock nickel mine in Sudbury, Canada. Existing seismic monitoring instrumentation was enhanced with a low cost microcomputer-based whole waveform seismic acquisition system. Some of the signals recorded during this experiment indicate anisotropic wave propagation through the mine rock masses, as observed by the splitting of shear waves and the relative arrival of two shear waves polarized in directions which may be related to the structural fabric and/or state of stress in the rock mass. Analysis of compressional wave first motion shows the predominance of shear events, as indicated by focal mechanism studies and is confirmed by spectral analysis of the waveforms. The source parameters were estimated fro typical low magnitude localized microseismic events during the initial monitoring experiments. The seismic moment of these events varied between 106 N.m and 2.108 N.m. with a circular source radius of between 1 m and 2 m with an estimated stress drop of the order of 1 MPa.  相似文献   

4.
澧水流域矿山开采与诱发地震   总被引:1,自引:0,他引:1  
李爱顺 《华南地震》2010,30(4):105-112
从澧水流域矿山开采现状入手,通过对几个矿震的剖析,总结了该区矿震的几个特点。结合地震地质条件,对澧水流域未来矿山诱发地震形势作了分析,对矿山诱发地震的监测与防治工作提出了建议。  相似文献   

5.
The performance of an underground excavation at the Lucky Friday Mine that was subjected to repetitive episodes of mining-induced seismic activities is assessed. Field measurements indicate that an underground excavation may respond to mining-induced seismicity with step changes in displacement of the rock mass around the excavation or step changes in excavation closures. However, step changes in displacement or closure were also observed without the presence of mine seismic events. This behavior may be explained using the concept of stick-slip on joints or bedding planes within the rock mass. The stick-slip mechanism is believed to be controlled by the state of stresses at a joint or bedding plane. Through this mechanism, joint displacement is accumulated in a progressive fashion leading to a weakening of rock mass around an excavation. As a result, the excavation becomes less stable and therefore is more susceptible to seismic impacts. The concept of using peak particle velocity to assess damage threshold for underground excavations may not be conservative when considering the effect of rock mass fatigue.  相似文献   

6.
Iran is one of the most seismically active areas of the world and frequently suffers from destructive earthquakes. Rare studies on anthropogenic-induced seismicity in Iran may be related to less attention to triggered events and more concern to natural origin of earthquakes. Hence, the present study as a frontier research aims to investigate the mining-induced earthquakes in Iran. For this purpose, distribution of ~?76,000 seismic events was investigated between the years 2006 and 2013. This study considered a correlation test to investigate the possible mining triggering of the seismic events based on a network of 194 geographical pixels (1°?×?1°) in ArcGIS. Results conveniently confirmed a positive meaningful relation between all earthquake events with magnitudes M?>?0.5 and mining activities in Iran (R?=?0.42). Detailed results confirmed that the most of earthquake swarms (at least ~?60%) had mining-induced origin, which were spatially located in same pixels of metallic mineral mining sites. The correlation test between earthquake swarms and mining activities indicated positive and meaningful relationships in four regions of Alborz, Kopet Dag, Kerman, and Zagros, respectively (R?=?0.61, 0.54, 0.51, and 0.50). Hence, aforementioned seismic regions exposed sensitive seismic responses toward mining triggering effects in Iran.  相似文献   

7.
Relationships between the locations of mining-induced seismic events, local fault structure, and mine geometry were examined in a deep hard-rock mine in northern Idaho. Stopes experiencing rock bursts and other large seismic events were found to fall into two structural regimes: the Silver Vein, and the N48°W Trend, a steeply dipping plane of seismic activity that is subparallel to major local steeply dipping faults which bound blocky structures. The N48°W Trend also intersects a shaft that was seriously damaged when fault gouge was expelled into the opening during a 3-month period of high seismic energy release. Models of stress interaction are used to support the hypothesis that mining-induced deformation was mobilized along a 1.5 km length of the N48°W Trend. Specifically, numerical models are used to simulate rupture of seismic events and estimate induced changes in the quasi-static stress field. A Coulomb failure criterion is used with these results to estimate the spatial variation in potential for slip on planes parallel to local faulting. Increases in the potential for slip on fault planes subparallel to the N48°W Trend are consistent with activation of deformation along its 1.5 km length. For events with constant seismic moment, stress drop is shown to be far more important than source dimension in elevating slip potential along the observed plane of seismic activity  相似文献   

8.
甘肃华亭地区矿震记录特征分析   总被引:5,自引:3,他引:2       下载免费PDF全文
利用"十五"数字网络项目兰州宽频带地震台网资料,对甘肃华亭地区矿震记录波形采取多种数据处理技术,剔除噪声干扰、滤波后,分析解释了甘肃华亭矿震的典型记录特征。结果表明:华亭矿震的宽频带记录表现为近台记录大周期面波发育,持续时间较长;平凉台(PLT)场地放大作用明显,所计算的震级偏大。  相似文献   

9.
In earthquake prone areas, understanding of the seismic passive earth resistance is very important for the design of different geotechnical earth retaining structures. In this study, the limit equilibrium method is used for estimation of critical seismic passive earth resistance for an inclined wall supporting horizontal cohesionless backfill. A composite failure surface is considered in the present analysis. Seismic forces are computed assuming the backfill soil as a viscoelastic material overlying a rigid stratum and the rigid stratum is subjected to a harmonic shaking. The present method satisfies the boundary conditions. The amplification of acceleration depends on the properties of the backfill soil and on the characteristics of the input motion. The acceleration distribution along the depth of the backfill is found to be nonlinear in nature. The present study shows that the horizontal and vertical acceleration distribution in the backfill soil is not always in-phase for the critical value of the seismic passive earth pressure coefficient. The effect of different parameters on the seismic passive earth pressure is studied in detail. A comparison of the present method with other theories is also presented, which shows the merits of the present study.  相似文献   

10.
Coal mining in the Saar mine, Germany, is accompanied by mining-induced seismic events. Strong events occur only in certain areas of the mine, other areas exhibit almost no seismicity. Shear events occur simultaneously to non-shear events. The shear events occur in different depths but their epicenters do concentrate in bands. The strike of the bands coincides with the strike of larger regional faults in the area. The seismic events of the Saar mine show some characteristics which distinguish them from seismic events observed in other German coalfields. The Gutenberg–Richter relation, for example, does not hold for these events. Furthermore, radiated seismic energy and extracted coal volume are not correlated. In the Primsmulde field a strong seismic event was observed even before mining in that region started. The event was triggered just by driving roadways into the field. The shear events cannot be explained by the mining process alone. They are presumably induced in certain regions (bands) under tectonic load by an interaction of mining-induced and tectonic stresses. In February 2008, extraction in the Primsmulde field induced a seismic event of magnitude 4, which led to surface vibrations reaching 93 mm/s. After this event, the Primsmulde field had to be abandoned. Future extraction of the Saar mine will be restricted to some small areas not intersected by the event bands found in the Dilsburg Ost and Primsmulde fields. The Saar mine will close in 2011.  相似文献   

11.
诱发地震及其灾害风险已成为非常规油气资源开发和废水回注等新型工业活动顺利实施的重要威胁。应力降是反映地震破裂前后断层上平均应力差的物理量,对诱发地震中应力降的系统研究有助于揭示诱发地震的震源特征、高频地震动特征、构造背景和地震危险性。本文系统地总结了近20年来工业开采诱发地震中应力降的相关研究进展,分别从计算所用理论方法、获得的平均应力降数值、影响应力降数值的主客观因素、围绕应力降的重要科学讨论等方面做了归纳分析。介绍了直接进行谱拟合、经验格林函数(EGF)、谱叠加和广义反演3种适用性的计算方法,通过案例考察了工业开采诱发地震的应力降平均值,分析影响应力降测定数值的主客观因素,并总结应力降空间分布依赖性、与震源机制类型相依性、自相似性、深度依赖性等4个主要科学问题。同时,阐述了诱发地震应力降的测定可靠性仍未突破、主要科学问题存在广泛争议、在新型工业开采活动中具有重要应用潜力等现状。本文的总结分析可为从事新型能源开发、地震安全监管和科学研究领域的企业、管理人员和科学研究人员提供参考。  相似文献   

12.
甘肃平凉地区地震活动特征及其发震机理研究   总被引:1,自引:1,他引:0       下载免费PDF全文
针对2001年以来甘肃省平凉地区中小地震活动增强现象比较突出问题,通过遗传算法重新定位地震深度,利用矩张量反演方法反演震源机制解,并根据平凉地区地震时空分布特征、震相特征以及区域地质构造环境,认为平凉地区地震主要为煤矿诱发地震,可能发震机理为煤体压缩、顶底板拉伸、断层矿震等.  相似文献   

13.
煤矿微震监测台网优化布设研究   总被引:16,自引:2,他引:14       下载免费PDF全文
煤矿冲击矿压现象日益严峻,作为矿山动力灾害的主要监测手段,微震监测系统已在许多矿井广泛使用,为保证矿震定位和能量计算的准确,提高预测预报煤矿冲击矿压的可行性,应建立一套台网布设优化及评价系统.应用微震定位和D值优化设计理论,结合煤矿实际条件研究了影响矿震定位精度的主要因素和不利条件,并提出了采用综合指数法确定煤矿高微震活动区域和区域内矿震发生的概率,制定了台站候选点和监测区域确定的一般原则.通过理论分析震中和震源标准差反映台网定位能力的不足,建立基于数值仿真实验方法的震中与震源误差期望值模型,最终形成台网布设优化及评价系统.实验和现场应用结果表明,该系统能够快速确定台网最优布设方案,准确评价台网定位能力,满足煤矿微震监测的需要.  相似文献   

14.
The paper focuses on seismic sliding displacement calculations of gravity wall bridge abutments when subjected to passive condition during earthquakes. Pseudo-dynamic approach has been used for the calculation of the passive seismic earth pressure. A novel element of the present investigation is the computation of seismic passive earth pressure coefficients by considering the composite curved rupture surface behind the abutment wall in the framework of limit equilibrium method. Sliding failure along the wall base is considered in the new pseudo-dynamic method. The critical seismic acceleration coefficient for sliding and sliding component of the displacement, resulting from horizontal and vertical sinusoidal ground accelerations, are computed by using Newmark's sliding block method. The effect of sliding on the response of earth structures is evaluated and comparisons are made between sliding displacements calculated using planar and composite failure mechanisms. Results of the comparative study showed that the assumption of planar failure mechanism for rough soil–wall interfaces significantly overestimates the critical seismic accelerations for sliding and underestimates the sliding displacements.  相似文献   

15.
The relation between the number of seismic events N and their magnitude and/or energetic magnitude is one of the basic relations in the statistics of earthquakes and mining-induced events. A detailed analysis of the b-values in the relation log N =a–b logE for the induced seismic events occurring in the Ostrava-Karviná Coal Basin is given in this paper. The least-squares method, as well as the maximum likelihood method were applied in solving this problem mathematically. Based on the results of frequency-energy distribution analysis, it was proved that the variations of b-values in space and time do exist, and that these values are inversely proportional to the level of induced seismicity influenced by the various mining activities being carried out in-situ. This statement could, in general, be supported by the fact that lower b-values correspond to higher seismic activity, while higher b-values correspond to low and moderate seismic activity.  相似文献   

16.
Passive seismic has recently attracted a great deal of attention because non‐artificial source is used in subsurface imaging. The utilization of passive source is low cost compared with artificial‐source exploration. In general, constructing virtual shot gathers by using cross‐correlation is a preliminary step in passive seismic data processing, which provides the basis for applying conventional seismic processing methods. However, the subsurface structure is not uniformly illuminated by passive sources, which leads to that the ray path of passive seismic does not fit the hyperbolic hypothesis. Thereby, travel time is incorrect in the virtual shot gathers. Besides, the cross‐correlation results are contaminated by incoherent noise since the passive sources are always natural. Such noise is kinematically similar to seismic events and challenging to be attenuated, which will inevitably reduce the accuracy in the subsequent process. Although primary estimation for transient‐source seismic data has already been proposed, it is not feasible to noise‐source seismic data due to the incoherent noise. To overcome the above problems, we proposed to combine focal transform and local similarity into a highly integrated operator and then added it into the closed‐loop surface‐related multiple elimination based on the 3D L1‐norm sparse inversion framework. Results proved that the method was capable of reliably estimating noise‐free primaries and correcting travel time at far offsets for a foresaid virtual shot gathers in a simultaneous closed‐loop inversion manner.  相似文献   

17.
被动源面波和体波成像在内蒙古浅覆盖区勘探应用   总被引:1,自引:0,他引:1  
地震勘探具有勘探深度和分辨率的优势,在矿产勘探中多被采用.但主动源反射地震具有成本高、在矿区采集困难等难题,限制了其广泛应用.无需主动源激发、利用天然噪声的被动源地震应用于勘探,可成为其低成本替代选项.本文在内蒙古浅覆盖区矿区进行了被动源勘探试验,采用相关计算获得拟炮集记录,并基于频率域信噪比计算,在生成拟炮集前实现了面波和体波甄选,分离了面波和体波.应用面波反演的横波速剖面识别了覆盖层厚度.体波数据经反射波常规处理,获得了成像剖面.经与主动源反射剖面对比,主要结构的反射特征呈现了良好的一致性.本文试验验证了被动源勘探在内蒙浅覆盖区具有良好应用前景,为低成本的面积性勘探实施提供了新的选择.  相似文献   

18.
与声波被动源数据相比,弹性波被动源数据含有更加丰富的地下地质信息.弹性波被动源数据合成的虚拟炮记录中,同样存在表面相关多次波,影响数据的后续处理以及对地下地质构造的准确判断.对弹性波被动源数据合成的虚拟炮记录进行多次波的预测与匹配相减,将比声波数据更加困难.本文提出弹性波被动源数据一次波估计方法,针对各向同性介质条件下的弹性波被动源数据进行研究,依据声波被动源数据一次波估计方法的研究思路,推导弹性波被动源数据一次波估计方法的理论过程,充分考虑弹性波被动源数据所包含的波场成分,包括纵波、横波以及在传播过程中产生的转换波.在传播过程中,由于能量的损失,略去多次传播的高阶项,进而给出相应的目标函数.利用数据的稀疏性,结合L_1范数约束的最优化问题求解方法,避免对弹性波虚拟炮记录进行多次波的预测与匹配相减,解决多次波影响问题.本文通过合成的弹性波被动源数据,进行一次波估计的测试,并与主动源和合成的虚拟炮记录进行对比,验证本文提出方法的有效性与准确性.  相似文献   

19.
—Careful observation has shown that mining-induced seismicity follows a multimodal distribution, which we assume to arise from many distinct physical processes. The two major modes however, arise from those seismic events that are associated in some way with geological features on the one hand, and those that are associated, among other things, with fracturing in the volume of extreme stress concentrations ahead of the stope faces, on the other. We call the former "genuine" events and the latter "spurious" events.¶Untangling these modes has been a major problem for those researchers wishing to work with unimodal seismic catalogs. Partial separation of the genuine events from a catalog can be obtained by a careful selection from a scatter diagram of log (radiated seismic energy) against log (scalar seismic moment) or equivalently by selecting a threshold value of magnitude say, from an inspection of the Gutenberg-Richter diagram. This threshold is usually considerably greater than the threshold of completeness that can be achieved by modern seismic networks on mines.¶The main objective of this paper will be the demonstration that a simple neural network can improve this separation. In this study, for example, simple elimination below the threshold of log (scalar seismic moment) = 9.5 resulted in 206 genuine events remaining in the catalog. After running the eliminated events through a trained neural network, an additional 72 genuine events were found, representing an increase of nearly 35%.¶This has important consequences for statistical hazard analysis and for the identification of active geological structures in mines.  相似文献   

20.
张盼  邢贞贞  胡勇 《地球物理学报》2019,62(10):3974-3987
在常规地震采集中,被动源地震波场往往被视为噪声而去除,这就造成了部分有用信息的丢失.在目标区进行主动源和被动源弹性波地震数据的多分量混合采集,并对两种数据进行联合应用,使其在照明和频带上优势互补,能显著提高成像和反演的质量.本文针对两种不同类型的主被动源混采地震数据,分别提出了相应的联合全波形反演方法.首先,针对主动源与瞬态被动源弹性波混采地震数据,为充分利用被动源对深部照明的优势,同时有效压制被动震源点附近的成像异常值,提出了基于动态随机组合的弹性波被动源照明补偿反演策略.然后,针对低频缺失主动源与背景噪声型被动源弹性波混采地震数据,为充分利用被动源波场携带的低频信息,并避免对被动源的定位和子波估计,提出了基于地震干涉与不依赖子波算法的弹性波主被动源串联反演策略.最后,分别将两种方法在Marmousi模型上进行反演测试.结果说明,综合利用主动源和被动源弹性波混采地震数据,不仅能增强深部弹性参数反演效果,还能更好地构建弹性参数模型的宏观结构,并有助于缓解常规弹性波全波形反演的跳周问题.  相似文献   

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