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1.
利用2001-2003年期间在2015年4月12日尼泊尔MS8.1级强震震源区流动地震观测记录到的连续波形数据,提取了5~25 s周期的瑞利波相速度频散曲线,并构建了尼泊尔地震震源区二维瑞利波相速度分布图像.以0.5°×0.5°为网格大小将研究区网格化,采用NA算法反演得到尼泊尔地震震源地区三维S波速度结构.结果显示,在上地壳,以主前锋逆冲断裂带（MFT）为界,其以北地区为高波速异常,而其以南为明显低波速异常;在中地壳,以藏南拆离系（STDS）为界,南北两侧速度结构也存在明显差别,以南地区为明显高波速异常,而以北地区为明显低波速异常.这些结构特征说明,印度板块与欧亚板块碰撞挤压作用形成地幔热物质上涌并造成地壳物质部分熔融,并由此形成了东西向拉张的南北向裂谷.2015年尼泊尔MS8.1级主震和最大余震均发生于高低波速异常过渡区且偏向高波速异常区,暗示了这样的波速异常区易于积累能量孕育强震.主震和最大余震的南侧均存在明显的低波速异常,与主喜马拉雅滑脱断裂带（MHT）相对应,可能代表部分熔融或深部流体作用于主边界断裂带（MBT）附近的MHT断裂带,降低断层面上的有效正应力,从而触发尼泊尔强震及最大余震的发生.主震与最大余震之间的余震分布于高低波速异常变化较为明显的地区,说明研究区内地震的发生受震源区附近的速度结构控制. 相似文献
2.
矿震识别及成因研究进展 总被引：2，自引：0，他引：2
矿震主要受开采活动、矿山所处构造环境及区域构造应力场的影响。本文首先回顾了矿震的识别研究进展,然后从矿震震源机制、矿震与构造关系、矿震与瓦斯溢出、矿震与开采进程关系、矿震成因力学机制理论与实验研究等角度对矿震的成因研究进行了阐述,最后给出矿震识别及成因研究的进一步建议。矿震成因研究深化了对天然地震的认识。在研究矿震发生机理时,必须针对具体条件进行深入讨论与分析,应更多采用有关数学和力学手段,结合具体的生产地质条件和科学实验研究,有针对性地开展研究工作。可利用层析成像技术详细了解矿震演变过程,深化对地壳介质在应力作用下发生破裂或位错过程的认识,进而对矿震发震成因进行深入研究。 相似文献
3.
本研究拾取了中国数字测震台网固定台站记录的2008-2016年2级以上地震事件中的27233条高质量Pn到时资料,反演得到了郯庐断裂带及其邻区上地幔顶部Pn波速度和各向异性结构模型.结果显示,研究区上地幔顶部Pn波速度结构存在强烈的横向不均匀性,速度异常形态与区域地质构造较为吻合.太行山造山带、鲁西隆起、大别造山带、苏鲁褶皱带、胶辽隆起和华北盆地南端等隆起区表现为低波速异常,而黄海北、南部盆地、渤海湾和华北盆地北部等凹陷区均为高波速异常.壳内强震主要发生在Pn低波速异常和高低波速异常的横向过渡地带,说明强震的发生与上地幔结构的横向变化之间存在有一定关联.郯庐断裂带两侧Pn波速度以郯城地震为界其东北侧和西南侧分别分布有与断裂带近平行的低波速异常条带,而西北侧和东南侧分别分布有高波速异常条带,各向异性快波方向近乎沿断裂带走向,可能由于上地幔热物质沿郯庐断裂带上涌形成低速异常后断裂带发生左旋平移运动所致.华北盆地内上地幔顶部Pn波速度结构和各向异性的明显变化,反映华北克拉通破坏过程中经历了地幔热物质上涌、莫霍面隆升以及岩石圈拆沉等复杂构造变形. 相似文献
4.
庐枞盆地浅表地壳速度成像与隐伏矿靶区预测 总被引：4，自引：2，他引：2
利用反射地震初至波可以精确反演地壳速度结构和构造信息.对庐枞盆地采集的高分辨地震数据,运用初至波层析成像方法,反演得到了该区1200 m以上的浅表地壳速度结构信息.找矿信息总是同地球化学异常联系紧密,对采集于炮孔深处的岩屑、泥砂样品进行了地球化学分析,发现了多处显著的金属元素异常.对五条测线的速度成像结果及其映射的地下岩性结构和炮孔地球化学分析结果进行了相关性对比分析.结果显示,庐枞盆地的沉积岩、火山岩和侵入岩具有不同的速度范围,侵入岩具有高波速特征,地球化学信息高异常往往出现在高速侵入岩体的上方;精细的速度信息蕴含着丰富的浅表地壳结构变化特征,与庐枞矿集区已知的地质、岩体、构造和矿体分布存在着良好的对应关系.速度成像结果可以准确刻画地下隐伏侵入岩体的空间分布形态,结合地球化学分析异常和重磁探测等信息,预测隐伏矿床,提供深部找矿靶区. 相似文献
5.
由于煤岩冲击破裂过程中,裂缝的形成和颗粒的摩擦会产生电磁辐射,因此,可采用电磁辐射技术来预测煤矿的冲击矿压危险.研究表明,电磁辐射基本上随着加载及变形速率的增加而增强;在发生冲击性破坏以前,电磁辐射强度一般在某个值以下,而在冲击破坏时,电磁辐射强度突然增加;煤体应力越大,变形破裂越强烈,电磁辐射信号也越强.煤岩变形破坏的弹塑脆性模型分析表明,煤岩体的损伤速度与电磁辐射脉冲数、声发射事件数成正比,与瞬间释放的能量、变形速度成正比.对具有强冲击危险工作面进行的研究表明,电磁辐射完全可以预测煤矿冲击矿压危险,检验卸压爆破效果,而且准确率高,效果明显. 相似文献
6.
用透射地震ＣＴ方法在金川龙首矿进行了隐伏铜镍矿体的探测试验．试验是在地下５００ｍ的１２８０平面上进行的，覆盖面积３００ｍ×３００ｍ．使用ＥＳ－２４０１Ｘ型４８道高分辨数字地震仪．铜镍矿体为高波速值的超基性侵入岩，采用纵波速度作为层析物理量是敏感的．研究区划分成８１×６４个单元，单元体大小为４ｍ×４ｍ．有效地震射线７６１９条，使用联合迭代重建法（ＳＩＲＴ）求解慢度走时方程．速度图像及地质解释表明测区中西部有一个高波速异常体，推断与含铜镍矿体或花岗体有关；此外还发现一条近东西向的低波速带，推断为断裂． 相似文献
7.
断层注浆治理是预防煤层下方含水层突水的重要手段,但注浆治理效果评价难度大、成本高,相关领域的研究较少。为此我们提出了一种经济有效的方法,该方法利用矿方已有的实时微震监测系统对煤矿注浆治理效果进行评价。我们的处理流程主要包括深度神经网络(DNN)震相自动拾取、网格搜索定位和双差地震层析成像,并将其应用于安徽淮南张集煤矿1613A工作面注浆治理评价中。利用1613A工作面2020年9月的微震事件反演了工作面附近区域的地震波速结构。结果表明,采动过程中注浆治理区域受到较大扰动,发育了大量微地震事件,在工作面底板以下50 m区域范围内,地震纵波波速高达4.3km/s,这一高波速表明注浆治理效果较好。此外通过开展检测版模型分辨率测试,表明在我们关注区域的地震波速结果具有较高的可靠性。因此采用基于深度学习的微震目录构建和被动源地震层析成像技术可以对注浆效果进行较好的评价。 相似文献
8.
岩石的波速与静水围压的关系研究对于深部地球物质的判定、地壳应力评估等相关研究具有极其重要的意义.目前许多研究者基于静水围压作用下岩石超声波波速实验数据,仅从数学统计上考虑提出了不同的岩石波速-静水围压的关系模型,并且P波和S波的波速-静水围压统计关系互相不耦合.本文基于岩石声弹理论角度出发,给出岩石P波和S波波速-静水围压关系的耦合模型.其次,基于统计关系的非耦合模型和本文提出的耦合模型,对一系列岩石样本的P波和S波超声波波速-静水围压实验数据进行回归分析.最后,本文通过与非耦合模型的统计结果的对比分析,得出耦合模型相对于非耦合模型来说,不仅物理意义明确,而且更具有统计学意义. 相似文献
9.
地震各向异性是反映地球内部介质特性的重要指针之一。常用的横波分裂法和二维面波方位各向异性层析成像方法很难准确反映各向异性随深度的变化。将与周期相关的区域化面波方位各向异性转换成与深度相关的一维横波速度方位各向异性可以弥补深度信息不足的缺陷。现有三维横波速度各向异性研究多是通过两步方法来实现的,即逐个周期二维面波方位各向异性层析成像以及逐个格点一维横波速度方位各向异性反演。这种分步反演的方式既不利于三维先验约束的引入,也不利于利用原始观测拟合误差对三维模型进行直接评估。因此本文开发了基于面波频散曲线的三维横波速度方位各向异性层析成像方法,并编制了相关正演和反演程序。为了检测方法和程序的有效性,我们对规律分布的三维检测板模型进行了模拟测试。测试结果显示:该方法可以很好地恢复各向同性波速异常、各向异性相对强度和快波方向等三维结构信息;而且反演模型相对于参考模型明显改善了对观测数据的拟合,降低了对观测数据的均方根误差。但对各向同性理论模型进行各向异性反演时,在波速均匀区可产生小于0.5%的假各向异性幅值,在波速非均匀区该假的各向异性幅值会更大,浅部可达3.5%。因此在实际应用中需要谨慎解释（浅部）非均匀区的各向异性结果。 相似文献
10.
本研究使用中国地震局地壳应力研究所2010—2011年期间在云南地区布设流动地震台站以及青藏高原周边地区固定地震台站记录到的波形资料,提取了大量高质量Pn波到时资料.联合中国地震台网观测报告,我们获得了一个新的青藏高原东缘上地幔顶部Pn波速度和各向异性结构模型.结果显示,研究区内上地幔顶部存在明显横向不均匀性.古老盆地和稳定地台区如四川盆地、柴达木盆地、拉萨地块和阿拉善块体呈现为明显高波速异常,而祁连山至西秦岭褶皱带和川滇菱形块体北部等为相对弱高波速异常.在龙日坝断裂带以东的松潘—甘孜地块往南沿安宁河—则木河断裂至川滇菱形块体南部显示为一条近南北向明显低波速异常.三江褶皱系、缅甸弧俯冲带以及四川盆地东南等地区为明显低波速异常.地壳强震多发生在高波速异常边缘或高低波速异常过渡带上,表明地壳强震的孕育可能还与地幔构造作用存在一定相关性.青藏高原东构造结的各向异性快波方向呈顺时针旋转分布,与印度—欧亚碰撞密切相关.龙门山断裂带东西两侧的各向异性快波方向发生明显变化,由其西侧松潘—甘孜地块下方的NE向转变为四川盆地下方的近EW向,说明青藏高原物质流动遇四川盆地后分为NE和SW向两支.在川滇地区26°N以南地区上地幔顶部各向异性呈现近NS向与地表GPS观测相一致,但与SKS分裂结果存在较大差异,可能表明地壳与上地幔顶部形变表现为耦合现象,而上地幔顶部至岩石圈内部则存在解耦现象. 相似文献
11.
Seismic events with non-shear component: II. Rock bursts with implosive source component 总被引：2，自引：0，他引：2
The rock burst mechanism of an implosive character is introduced and discussed; it is based on the idea that the compressional component of the stress field around the loaded stress concentrator can participate in the rock burst event. For easier classification of the rock burst from this viewpoint, a set of P-wave radiation patterns of the rock burst with a varying portion of the implosive component and varying propagation velocity of the displacements is presented and discussed. To support the credibility of the rock burst mechanism of an implosive character the seismic signals of the rock bursts from the mid-Bohemian coal district with negative signs of the P-wave first onsets are presented. 相似文献
12.
Jing Li Si-Yuan Gong Jiang He Wu Cai Guang-An Zhu Chang-Bin Wang Tian Chen 《Acta Geophysica》2017,65(1):77-88
A better understanding of rockburst precursors and high stress distribution characteristics can allow for higher extraction efficiency with reduced safety concerns. Taking the rockburst that occurred on 30 January 2015 in the Sanhejian Coal Mine, Jiangsu Province, China, as an example, the mechanism of rockburst development in a roadway was analysed, and a combined method involving b values and seismic velocity tomography was used to assess the rockburst in both time and space, respectively. The results indicate that before the rockburst, b values dropped significantly from 0.829 to 0.373. Moreover, a good agreement between a significant decrease in b values and the increase of the number of strong tremors was found. Using seismic tomography, two rockburst risk areas were determined where the maximum velocity, maximum velocity anomaly and maximum velocity gradient anomaly were 6 km/s, 0.14 and 0.13, respectively. The high-velocity regions corresponded well with the rockburst zone and large seismic event distributions. The combination of b values and seismic tomography is proven to have been a promising tool for use in evaluating rockburst risk during underground coal mining. 相似文献
13.
In the Upper Silesian Coal Field the seismic hazard induced by mining operations in collieries is closely related to the rockburst hazard. A seismic method is used for premonitory recognition of the zones of seismic hazard. It takes advantage of the relationship between the velocity of propagation of seismic waves and the state of stress existing in the rock. It consists of the determination of the velocity field of artificially induced seismic waves in a studied fragment of the rock, and of locating the velocity anomaly. The position of the velocity anomaly zones and their intensity are the basis for estimating the seismic hazard in advance of mining works. 相似文献
14.
Navid Hosseini 《Journal of Seismology》2017,21(5):1101-1110
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
15.
J.V. Herwanger M.H. Worthington † R. Lubbe † A. Binley J. Khazanehdari 《Geophysical Prospecting》2004,52(2):109-121
Cross‐hole anisotropic electrical and seismic tomograms of fractured metamorphic rock have been obtained at a test site where extensive hydrological data were available. A strong correlation between electrical resistivity anisotropy and seismic compressional‐wave velocity anisotropy has been observed. Analysis of core samples from the site reveal that the shale‐rich rocks have fabric‐related average velocity anisotropy of between 10% and 30%. The cross‐hole seismic data are consistent with these values, indicating that observed anisotropy might be principally due to the inherent rock fabric rather than to the aligned sets of open fractures. One region with velocity anisotropy greater than 30% has been modelled as aligned open fractures within an anisotropic rock matrix and this model is consistent with available fracture density and hydraulic transmissivity data from the boreholes and the cross‐hole resistivity tomography data. However, in general the study highlights the uncertainties that can arise, due to the relative influence of rock fabric and fluid‐filled fractures, when using geophysical techniques for hydrological investigations. 相似文献
16.
地震走时层析成像是地球物理反演中成熟的方法之一,已在许多领域得到广泛应用,并取得了良好的效果。本文介绍的地震层析成像方法包括模型参数化、射线追踪和理论走时计算、非线性方程组的线性化、线性化方程组的求解以及解的评价。观测数据使用了中国地震局地球物理勘探中心在岫岩陨石坑取得的浅层地震折射资料,反演得到两条近垂直交叉剖面的P波速度结构。结果表明,该坑为一简单坑,直接撞击形成的区域为直径约1．8km、深度约700m的坑体;坑中心深度约700m周围以及向下出现的7．0km／s以上的高波速可能是陨石撞击时所产生的高温高压使表层岩石达到熔融状态,改变了围岩的性质,致使围岩速度升高。 相似文献
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为了研究煤矿冲击地压与岩层在三维空间破裂之间的关系,进而探索依据岩层破裂规律预测和预报冲击地压的可能性,文中采用自行研制的防爆型微地震定位监测（MS）系统,基于定位原理,监测了山东华丰煤矿冲击地压煤层（四层煤）及其解放层（六层煤）开采过程中的岩层破裂过程和二次应力场分布变化的过程,得到了如下结论：冲击地压的发生与岩层破裂密切相关,四层煤下顺槽处于六层煤顶板破裂区的外边缘时,正处于高应力区内,在此处掘进容易引发冲击地压,必须将六层煤下顺槽位置向实体煤侧移动20 m以上,或将四层煤下顺槽位置内移20 m以上,才能消除四层煤的冲击地压;六层煤和四层煤开采时,工作面前方断层活化的距离分别为250 m和350 m左右,根据这一距离,及时对断层带进行卸压处理,可以消除由断层带引发的冲击地压;监测显示了工作面周围岩层的三维破裂形态和范围,为矿井确定防水煤柱的高度提供了可靠的依据;监测证明了厚层砾岩的破裂、断层活化、采场附近关键层的破裂是引起冲击地压的主要原因,证明了所研制的硬件和定位软件具有较高的精度和实用性,可以在煤矿和边坡、隧道等领域应用. 相似文献
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In a previous study published in this journal, the authors developed a comprehensive methodology for modelling the shear wave velocity profile in crustal rock, for purposes of seismic hazard assessment. The derived shear wave velocity profile was used to estimate the amplification and attenuation mechanisms in the transmission of seismic waves. The ability to conduct seismic hazard assessments in regions of low and moderate seismicity is greatly enhanced by this new modelling approach, given that developing a local attenuation model based on curve-fitting strong motion data is generally not feasible under such conditions. This paper reports a follow-up study conducted to evaluate the significance of near-surface attenuation in bedrock (as distinct from attenuation in unconsolidated soft soil sediments). The κ parameter is used to characterize the extent of this attenuation mechanism. Empirical correlations of κ with two forms of near-surface shear wave velocity parameter in crustal rock have been developed, employing information obtained from global sources in conjunction with that from local studies. The resulting development of two simple equations to predict median values of κ as functions of readily available shear wave velocity parameters represents the key outcome of this study. Applications of the proposed empirical approaches to determine κ have been provided, taking Hong Kong and Melbourne as case studies to illustrate different aspects of the proposed methodology. Consistency between the results obtained by the two recommended approaches has thereby been demonstrated. 相似文献
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It gradually becomes a common work using large seismic wave data to obtain source parameters, such as seismic moment, break radius, stress drop, with completingof digital seismic network in China (Hough, et al, 1999; Bindi, et al, 2001). These parameters are useful on earthquake prediction and seismic hazard analysis.Although the computation methods of source parameters are simple in principle and the many research works have been done, it is not easy to obtain the parameters accurately. There are two factors affecting the stability of computation results. The first one is the effect of spread path and site respond on signal. According to the research results, there are different geometrical spreading coefficients on different epicenter distance. The better method is to introduce trilinear geometrical spreading model (Atkinson, Mereu, 1992; Atkinson, Boore, 1995; WONG, et al, 2002). In addition, traditional site respond is estimated by comparing with rock station, such as linear inversion method (Andrews, 1982), but the comparative estimation will introduce some errors when selecting different stations. Some recent research results show that site respond is not flat for rock station (Moya, et al, 2000; ZHANG,. et al, 2001; JIN, et al, 2000; Dutta, et al, 2001). The second factor is to obtain low-frequency level and corner frequency fromdisplacement spectrum. Because the source spectrum model is nonlinear function,these values are obtained by eye. The subjectivity is strong. The small change of corner frequency will affect significantly the result of stress drop. 相似文献