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1.
本文介绍了自主研发的DFG型断层形变垂直分量测量仪的测量原理及自动化标定系统。结合在北京市丰台区大灰厂地震台该仪器的安装,介绍了标定的实现过程,标定结果满足地壳形变观测仪器相关技术标准的要求。  相似文献   

2.
Summary Seismic monitoring from the head of a tunnel-boring machine (TBM) enables improved assessment of the risks associated with the tunnel-boring process. The monitoring system provides a live image of ground conditions along the trajectory followed by the TBM and detects local heterogeneities such as boulders, foundations, and other obstacles that commonly pass undetected using local geotechnical techniques. From a seismic perspective, the underground setting of tunnelling projects places limitations on imaging capability. The principal limiting factor is the size of the area upon which transducers can be installed. This limitation requires adjustments to traditional seismic imaging techniques in which a large area is assumed to be available for attaching the transducers. Recently developed short imaging operators take this limitation into account and are used in the examples described herein. The unique conditions of tunnelling yield two advantages over traditional settings in terms of imaging: rotation of the cutter wheel and the lateral progression of the TBM. Rotation of the cutter wheel, upon which the transducers are installed, provides the opportunity to illuminate obstacles from different angles in different recordings. Spatial progression of the TBM enables improvement in the illumination of obstacles and the signal-to-noise ratio by combining recordings from different lateral positions. In this paper, these specific aspects of seismic imaging during tunnelling are discussed via models that represent different cases encountered in actual tunnelling projects. These case studies demonstrate the way in which image quality along the trajectory of the TBM is improved over that in traditional settings. In this way, the risks associated with the tunnelling process can be more accurately assured.  相似文献   

3.

Debris flows are hazardous phenomena occurring at volcanoes, and monitoring them has proved as challenging as imperative in several cases. The use of seismic instruments to measure and study the physical properties of debris flows has witnessed significant progress in the last years, with the use of improved sensors, innovative methodologies and high-resolution analysis. However, the application of such studies to the practical task of providing early warnings remains limited by the significant amount of infrastructural and technological resources commonly required for their deployment. In Ecuador, debris flows at volcanoes are detected by means of seismic instruments which are usually part of broader monitoring networks, thus requiring calibration to provide quantitative information about the flows and feed early-warning systems. In the present work, a theoretical approach based on the Buckingham Π-theorem is used to determine an expression that linearly correlates the seismic signal produced by a transiting debris flow with its discharge rate, for instruments installed in different substrata and at variable distances from the drainage. The expression is experimentally tested with Acoustic Flow Monitors and Broad-band seismometers installed in the vicinity of drainages at Tungurahua and Cotopaxi volcanoes, where actual debris flows occurred in relation to eruptive activity. The experiments consist in comparing the measured peak amplitude values of the seismic signal envelopes with the estimated peak discharge rates of several events. The results confirm the validity of the theoretical expression with linear correlations observed between the seismic amplitudes and the discharge rates, thus defining calibration expressions that can be generally applied to varied environments and instruments. The seismic instruments calibrated through this methodology can provide instantaneous and reliable predictions of debris flow discharge rates within less than an order of magnitude and only requiring limited data processing and storage. Such level of prediction could help to improve early warning systems based on seismic instruments installed in locations where more developed instrumental arrays are unavailable or unpractical.

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4.
An approach based on the category of limiting equilibrium analysis is proposed to consider the reinforcing effect of one row of vertical piles on slope under seismic conditions. The approach is based on an uncoupled formulation in which the pile response and slope stability are considered separately. Closed‐form equations are derived, allowing the yield acceleration coefficient to be determined for giving pile characteristics. Results were compared with those obtained using another limit equilibrium method. The effects of pile location on the effectiveness of increasing seismic stability of the slope–pile system were elucidated. It was found out that the piles should be installed in the middle–upper part of the slope to achieve greatest safety, but the pile length and other possible failure modes should be checked carefully in design. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

5.
During December 2003, three seismic stations were installed close to the hornitos of the hydrothermal system at Dallol, complemented by radiometer and infrasonic measurements. A combined geophysical data set was collected for about three days. During this period thermal, seismic and acoustic records indicate the presence of two regimes characterized by a different energy distribution in frequency. Few volcano-tectonic events appear superimposed to the continuous hydrothermal tremor. The continuous data indicate variable shallow processes most likely related with variations in temperature and degassing processes within the shallow geothermal system. This alternation of low and high regimes shows significant similarities with other volcanic systems of different nature, although at Dallol the transition is more evident in the thermal than in the seismic and acoustic data.  相似文献   

6.
A sequential waveform method is developed to simulate the seismic response of basin-edge structure excited by a plane incident P-wave. The full procedure involves: (a) a previous parameterization of the investigated model using the seismic wave velocities and depths of the sedimentary stratifications; (b) an input motion determined from the records at stations installed on hard rock; (c) forward computation of the P-SV elastic wave field by means of a two-dimensional finite difference (FD) method; (d) the optimization of the model vector using simulated annealing technique and comparing the simulated seismic response of the tested structure with the observed wave field; (e) the correction of the initial model by trial-and-error by testing the differences between synthetics and observed data, and (f) the final solution obtained by iteration using the conjugate gradient algorithm. The search of an optimal basin-edge model has been parallel processed by varying the shapes and velocities of strata on the basis of the fitting of relative timing, amplitude and phase between the output and the observed data. The input motion and sensitivity have been checked and the validity of the method has been demonstrated by numeric analysis. Using the teleseismic records generated by 7 earthquakes recorded at 26 broadband seismic stations, we have studied the seismic velocity structure of the southern edge of the Jiyang depression located in the Bohai Bay basin, northern China. Two cross sections show an agreement between the velocity results and the geological sections available in the region. In addition, we obtain evidence of three hidden faults under the sections and features that suggest major extensions at the Paleogene.  相似文献   

7.
Since 1977 five tilt-strainmeter stations have been installed in the Friuli seismic area for the detection of tectonic deformations and pre co and post-seismic effects. In 1994 a station for Radon concentration measurements was installed with the aim to detect possible precursors. The noise effect due to rainfalls and atmospheric pressure variations was already stressed in previous papers. In this work the effect of temperature on both tilt measurements and Radon emanation is examined. A significant correlation between tilt and temperature is present on the annual behaviour, mainly due to thermoelastic effects although annual water table level variations can greatly influence the done results. On shorter periods (10–20 days) significant correlations also exist. Regarding the Radon measurements, an interpretative model has been reported. It relates the variation of the correlation coefficient sign with the temperature. Indeed Radon and temperature are positively correlated in winter and inversely correlated during the summer.  相似文献   

8.
Effective seismic damage simulation is an important task in improving earthquake resistance and safety of dense urban areas. There exist two significant technical challenges for realizing such a simulation: accurate prediction and realistic display. A high-fidelity structural model is proposed herein to accurately predict the seismic damage that was inflicted on a large number of buildings in an urban area via time-history analysis, with which the local damage to different building stories is also explicitly obtained. The accuracy and efficiency of the proposed model are validated by a refined finite element analysis of a typical building. A physics engine-based algorithm is also proposed that realistically displays building collapse, thus overcoming the limitations of the high-fidelity structural model. Furthermore, a visualization system integrating the proposed model and collapse simulation is developed so as to completely display the seismic damage in detail. Finally, the simulated seismic damage of a real medium-sized Chinese city is evaluated to demonstrate the advantages of the proposed techniques, which can provide critically important reference information for urban disaster prevention and mitigation.  相似文献   

9.
煤矿智能化建设要求采用智能化地质探测技术在巷道掘进过程中实时完成掘进前方区域的探测和预报。基于在线式矿井地震监测分站构建的随掘地震实时探测系统能够在巷道掘进的同时,采集以掘进机震动为震源的随掘地震数据,通过光纤网络实时传输至地面服务器的数据库内。随掘地震数据处理软件从数据库中获取当前随掘数据,经过筛选、提取虚拟炮集和偏移成像等步骤对掘进前方和侧前方一定区域进行反射槽波成像。为验证系统性能和探测结果的有效性,在正开展掘进作业的山西榆树坡煤矿5106回风巷内安装随掘地震实时探测系统,对该巷道开展为期数个月的随掘跟踪探测试验,探测系统实时采集随掘地震数据并成像,随着掘进长度的增加,每日的探测结果不断显示5106工作面内存在一条隐伏断层,后期的反射槽波探测和钻探工作验证了该断层的存在。试验结果表明,随掘地震实时探测系统能够在掘进过程中不断利用掘进机激发的地震信号对巷道前方和侧前方区域成像,从而在不影响掘进施工的条件下,实现了巷道侧前方地质异常体的连续跟踪探测和实时监测,达到了智能掘进系统对地质探测能力的要求。   相似文献   

10.
地震物理模拟建立了地震理论方法研究和实际地震勘探相互联系的桥梁,是弹性波场传播规律研究和处理解释方法验证的重要手段,在油气地震勘探领域发挥了重要的理论支撑作用。由于煤田与油气在地震勘探属性上存有较大差异,且国内外在煤田地震勘探领域尚没有建设成专业的自动化地震物理模拟系统。为此,设计研制了适用于煤田地震勘探的大型专业化三维地震物理模拟系统,主要由运动和控制系统、导轨和传动系统、测量系统、采集系统构成。针对该系统的物理模拟采集问题,研发了单坐标系统高定位精度技术和双坐标系统精度统一技术,实现了测量系统的空间定位精度误差不大于7 μm、双坐标系统具备统一的绝对零点坐标的超于预期的研究目标,并且通过含典型构造的煤田地震物理模拟实验,验证了系统的各项功能。   相似文献   

11.
常规炸药震源在高瓦斯矿井受到了十分严格的管制,迫切需要一种新型非炸药震源的槽波勘探方法作为替代。基于此,开展了矿井中天然源槽波勘探方法的可行性实验研究。通过理论分析和数值模拟实验,论证了煤层具备天然源槽波发育的地球物理基础。通过构建“三随机”天然源槽波模型,即震源的空间位置随机、震源初始激发时刻随机和震源的振幅随机,成功实现了天然源槽波的时间域数值模拟实验。采用相移法对天然源槽波数值模拟数据进行了频散谱计算,结果具有明显的频散特征。数值模拟实验结果证明了理论模型中天然源槽波的存在,且基阶和高阶形态均发育。在安徽淮南某煤矿工作面进行实测实验,成功采集到天然源槽波三分量数据,对实测数据进行频散谱计算,结果表明3个分量均具备频散特征,其中X分量频散曲线能量脊较为清晰,达到了验证天然源槽波存在的预期目标。总的来说,数值模拟结果表明天然源槽波的地球物理基础和形成机理是正确的,现场实验结果证明了天然源槽波在煤层中自然存在,该方法在矿井地质勘探中具有可行性和潜力。  相似文献   

12.
砂土自由场地基水平垂直振动离心模拟试验   总被引:1,自引:0,他引:1  
利用最新研制的R500B振动台在450 g-t离心机上对砂土自由场地基在水平和垂直地震下的动态反应做了离心模拟试验研究。模拟离心重力场为30 g,振动台在水平和垂直方向的控制最大加速度分别为20 g和10 g。模型内布置相应的微型加速度计以测量地震反应。结果表明,在水平和竖向同时激振与单向分别激振砂土两种情况下,砂土地基有不同的动力反应,应在设计中予以考虑水平和竖向同时激振的耦合作用对砂土地基的影响  相似文献   

13.
在海洋地区进行高质量的长期地震观测是全球地震观测的一个重要组成部分,DSDP/ODP是唯一能够钻穿软的沉积物、在坚硬的岩石里安置地震传感器这一目标的科学计划。介绍了ODP航次在井孔中设立地震台站、并获得一些有趣的结果的成功例子。ODP在日本外海布置了两个井中地震台站,与陆上台站一起来观测板块边界的活动性。此外,还介绍了西太平洋井中宽带台站、海上地震信号和噪音等问题。  相似文献   

14.
Landslide seismic signals support researchers to estimate magnitudes and locations of landslides. They can serve as a crucial data for landslide warning systems. However, the randomness of landslide locations makes the acquisition of landslide-induced seismic signals difficult and limits the number of available field data. The objectives of this study are to establish a numerical modeling approach to examine the characteristics of seismic signals induced by landslides and perform parametrical study. The two-dimensional particle flow code (PFC) and Fast Lagrangian Analysis of Continua (FLAC) are coupled to simulate the landslide process. The force and velocity data at the coupled interfaces of FLAC and PFC are transferred back and forth via a Socket I/O connection. Four locations were monitored for the induced vertical seismic signals, including velocity, acceleration, and stress histories. The signals were analyzed by Hilbert-Huang transform to obtain the time-frequency spectrograms for examining the characteristics of the signals. The particle size, wall friction, particle friction, and parallel bond of PFC input parameters were parametrically investigated. The Xiaolin landslide in 2009 was successfully simulated, and the characteristics of the seismic signals were studied and compared with the data from a broadband seismic station. These results demonstrate that terrain and transition in the movement type of a complex landslide do influence the seismic signals. A landslide with larger rock particles generates lower-frequency content seismic signals. Also, there can be approximately 40 s to escape before a large-scale landslide hits if seismic instrumentation is installed. The method proposed can be further applied for studies on many other large-scale rock avalanches to verify recorded signals and further correlate the signals with the landslide characteristics.  相似文献   

15.
The Washington State/Local Tsunami Work Group adopted the NOAA Weather Radio All-Hazards Warning System to warn citizens quickly and effectively of not only tsunami hazards but also other natural or man-made hazards. In concert with an array of deep ocean tsunami detectors, land-based seismic sensors, and warning messages issued by the tsunami warning centers, NWR provides a means to expeditiously get critical decision-making information to emergency managers, elected officials, and first responders. To implement the NWR strategy effectively, a partnership was developed to add a repeater to the NWR system to provide complete coverage to the coast of Washington and to shipping lanes off the coast. The Work Group also recognized the need to disseminate time critical hazard information on tsunamis to the public on beaches and in high traffic areas, so it developed a new notification system, with the first prototype installed on 2 July 2003 in Ocean Shores, Washington. A public education program also was developed to improve the impacted communities understanding of the tsunami hazard, the warning system, and actions they should take if a tsunami occurs.  相似文献   

16.
以层序地层学及沉积学理论为指导,综合运用测井、录井以及地震资料,将尼日尔Termit盆地上白垩统Madama组划分为一个三级层序(MS),并进一步识别出低位体系域、海侵体系域以及高位体系域。在等时层序地层格架内,识别出前积反射地震相、河道充填反射地震相、平行-亚平行反射地震相以及杂乱反射地震相等四种类型,并识别出辫状河三角洲的沉积相类型。认为层序MS的低位体系域主要发育辫状河三角洲前缘亚相,高位体系域则主要发育辫状河三角洲平原亚相。Madama组整体表现为一个海退的沉积演化过程。  相似文献   

17.
雷文杰  李金雨  云美厚 《岩土力学》2019,40(4):1491-1497
为分析采动地震波煤岩响应及其波场特性,构建顶板岩层和煤层2种传播介质接收采动地震波的多通道微震监测系统,研究2种介质采动地震波的传播和衰减特征。研究结果表明:顶板岩层接收到采动地震波的平均波速、加速度均高于煤层,2种介质中的地震波加速度均与爆破装药量成正相关,与传播距离、介质密度负相关。采动微地震波能量、信号时长随传播距离分别呈指数、线性衰减,近爆心处煤层传播微地震波能量、信号时长均高于顶板,超过一定距离后顶板高于煤层;采动微地震波传播距离有限,顶板的有效传播距离高于煤层,地震波有效传播距离与爆破装药量线性正相关。采动地震波低频部分的品质因子高于高频部分,顶板岩层的品质因子高于煤层。研究成果有助于地震波传播介质选取、检波器布设优化。  相似文献   

18.
Strong ground-shaking mapping soon after a moderate-to-large earthquake is crucial to recognize the areas that have suffered the largest damage and losses. These maps have a fundamental role for emergency services, loss estimation and planning of emergency actions by the Civil Protection Authorities. This is particularly important for areas with high seismic risk levels, such as the Campania-Lucania Region in southern Italy. Taking advantage of the Irpinia Seismic Network (ISNet), a recently installed dense and wide dynamic seismic network, we have developed a procedure for rapid estimation of ground-shaking maps after moderate-to-large earthquakes (GRSmap). This uses an optimal data gridding scheme designed to account for bi-dimensional features of strong ground-motion fields, such as directivity, radiation patterns and focal mechanisms, to which most damage can be correlated. The basis of the mapping technique is a triangulation procedure to locally correct predicted data at the triangle barycentres where their vertices correspond to seismic stations. The method has been tested off-line using a simulated M 6.6 earthquake located at the centre of ISNet and applied to data of the 23 November 1980 Irpina M 6.9 earthquake recorded by a sparse network. This has highlighted its ability to predict peak ground-motion parameters of large magnitude earthquakes with respect to the attenuation relationships.  相似文献   

19.
概率地震危险性评价系统开发   总被引:1,自引:0,他引:1  
工程建设时必须对工程场地的地震危险性进行评价,并且对工程结构物要采取抗震设计。由于相关部门往往针对某一地区只提供一个地震设防加速度范围值或地震设防烈度值,而且某一地震烈度值所对应的加速度值的范围也很大,使得在实际应用中给具体工程安全、经济地选用合适的抗震设防加速度带来一定困难;为解决这个问题,本文以概率地震危险性评价理论为基础,开发了一套地震危险性评价系统。利用该评价系统根据相关地震活动性参数,可以方便、快速地计算出具体工程应该采用的抗震设防加速度值,从而解决了工程活动中安全、经济地选用抗震设防加速度值的问题。文中还针对潜在线源和潜在面源的处理难以在程序上实现这一难题,分别提出了一种精确求解和近似求解的算法。本文并以实例进行了评价计算,计算结果与中国地震局公布的数据符合较好,从而验证了开发的评价系统具有较好的可信度。  相似文献   

20.
Automated detection of snow avalanches is an important tool for avalanche forecasting and for assessing the effectiveness of avalanche control measures at bad visibility. Avalanche detection systems are usually based on infrasound, seismic, or radar signals. Within this study, we compared three different types of avalanche detection systems: one avalanche radar, one infrasound array system consisting of four infrasound sensors, and a newly developed single sensor infrasound system. A special focus is given to the new single sensor system, which is a low cost, easy to install system, originally designed for the detection of debris flows and debris floods. Within this work, we analysed how this single sensor system could be adapted to detect also snow avalanches. All three systems were installed close to a road near Ischgl (Tyrol, Austria) at the avalanche-exposed Paznaun Valley. The valley is endangered by two avalanche paths which are controlled by several avalanche towers. The radar system detected avalanches accurately and reliably but was limited to the particular avalanche path towards which the radar beam was directed. The infrasound array could detect avalanches from all surrounding avalanche paths, however, with a higher effort for installation. The newly tested single infrasound sensor system was significantly cheaper and easier to install than the other two systems. It could also detect avalanches form all directions, although without information about the direction. In summary, each of the three different systems was able to successfully detect avalanches and had its particular strengths and weaknesses, which should be considered according to the specific requirements of a particular practical application.  相似文献   

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