地震正演模拟在高分辨率隐伏断层地震勘探中的应用   总被引：3，自引：1，他引：2       下载免费PDF全文

兰晓雯  晏信飞  王成虎 《地震工程学报》2008,30(4):354-359

应用波动方程有限差分方法人工合成地震记录进行城市隐伏断层的地震勘探.采用适当的差分算法、震源子波以及有效地边界条件和频散消除方法来提高正演模拟的精度和分辨率.结果表明地震数值模拟可以用来分析地层厚度、断层倾角、断层深度以及断裂带宽度等参数对地震记录的影响;通过实际试验数据和正演模拟的合成单炮地震记录的对比,可以快速判断断层的大致位置和断裂带的大致范围以及目标地层的大致深度.该方法能有效辅助实际野外工作中的数据采集参数的估计,提高勘探效率和精度.  相似文献   

甘肃及邻区数字化水位观测资料的应用与地震监测效能评估   总被引：2，自引：0，他引：2  

张昱  李春森  赵小茂  王新  李永强  李春玲 《地震》2008,28(3):103-109

甘肃及其附近地区已建成的数字化水位观测点共有12个, 其中模拟与数字化观测同时运行的只有甘肃平凉一个测点。 文中分析了数字化水位的年、 月、 日动态特征以及数字化资料的应用。 分析了主要影响数字化水位资料的干扰因素, 分析结果发现, 数字化水位观测中目前较为突出的问题是水位动态中存在较大幅度的脉冲和突变。 根据以往的震例总结, 认为有可能识别出破年变为标志的中期前兆异常, 以阶变和脉冲为特征的短期异常很难识别。 潮汐理论用于模拟观测资料的处理方法, 仍然可以在数字化观测资料中应用。  相似文献   

朝鲜地下核试验的地震学观测   总被引：3，自引：1，他引：2       下载免费PDF全文

谢小碧  赵连锋 《地球物理学报》2018,61(3):889-904

自2006年至2017年,朝鲜民主主义人民共和国在中朝边界地区的试验场进行了6次地下核试验.本文综合报道根据东北亚地区的宽频带数字地震资料利用地震学方法对这六次地下核爆炸的研究.结果表明,朝鲜地下核试验在区域台网产生的地震记录具有典型浅源爆炸的特征.针对上述资料发展了处理核爆数据的方法并据此得出各次朝鲜核爆的地震学参数,包括事件识别、当量测定、以及震中相对定位等.对6次核爆和4次天然地震P/S类型谱振幅比的统计分析表明,2 Hz以上台网平均谱振幅比可以正确地将朝鲜核爆从天然地震中识别出来,从而有效监测在朝鲜半岛进行的当量大于0.5 kt的地下核试验.同时也发现,建立在体波-面波震级比之上的识别方法不适用于朝鲜核试验场.通过建立中朝边界地区基于Lg波的体波震级系统,计算了各次朝鲜核试验的体波震级m_b（Lg）,并由此估计了它们的地震学当量,其值介于0.5 kt至60 kt之间.由于缺少爆炸埋藏深度的数据,上述当量有可能被低估,因而有必要对深度影响做进一步研究.以第一次爆炸的位置为参考震中,利用Pn波相对走时数据和高精度相对定位方法获得了各次核爆在试验场中的精确定位.  相似文献   

精河M_S6.6地震前地下流体异常特征分析     

钟骏  王博  周志华 《中国地震》2018,34(4):754-764

对2017年8月9日精河M_S6.6地震周边地下流体异常进行了分析和总结。结果表明,距精河M_S6.6地震震中400km范围内存在7项异常,异常持续时间具有阶段性的特点,以1～8个月的异常为主。异常在空间上分布不均一、不连续,异常出现时间与震中距间的关系不明显。部分异常形态特征具有明显的重现性。结合前人的研究结果分析认为,区域构造应力、应变的变化是异常出现的主要原因。  相似文献   

Seismic performance analysis of underground structures based on random field model of soil mechanical parameters     

《地震研究进展（英文）》2022,2(4):100170

Soils with spatial variability are the product of natural history. The mechanical properties tested by soil samples from boreholes in the same soil layer may be different. Underground structure service in surrounding soils, their seismic response is controlled by the deformation of the surrounding soils. The variability of soil mechanical parameters was not considered in the current research on the seismic response of underground structures. Therefore, a random field model was established to describe the spatial variability of surrounding soils based on the random field theory. Then the seismic response of underground structures in the random field was simulated based on the time-domain explicit global FEM analysis, and the soil mechanical parameters and earthquake intensity influencing the seismic response of surrounding soils and underground structures were studied. Numerical results presented that, the randomness of soil parameters does not change the plastic deformation mode of surrounding soils significantly. The variation coefficients of inter-story deformation of structures and lateral deformation of columns are much smaller than that of mechanical parameters, and the randomness of soil parameters has no obvious effect on the structural deformation response.  相似文献   

数字化地下流体观测仪器故障分析     

李颖  张蕙  程冬焱  殷伟伟  王鹏伟 《山西地震》2019,(2):42-45

通过对山西地下流体台网数字化仪器常见故障的总结和分析,提供了流体仪器维修维护经验,为前兆观测仪器安全稳定、连续可靠地运行提出合理建议。  相似文献   

New Explorations of Laboratory and On-site Testing of Broadband Seismographs in China     

XIE Jianbo  YANG Dake  LI Xiaojun  YUAN Songyong  TONG Wanglian  MA Jiemei  XU Weiwei  DING Lish  YE Shishan 《中国地震研究》2019,33(1):9-23

According to different testing purposes, methods and available environmental conditions, the seismograph testing can be divided into laboratory and on-site testing, respectively. The testing of the seismograph''s key parameters and other concerning technical specifications are well described in guide documents (China Earthquake Administration, 2017). This includes seismometer sensitivity, linearity and clip levels based on the shake table test, as well as the seismometer natural period, damping constant based on electrical calibration (Wang Guangfu,1986; Plešinger A.,1993) and instrumental self-noise collocation estimation (Holcomb L.G., 1989; Sleeman R. et al., 2006). However, with the development of seismic observation technology, many new requirements for the performance evaluation of seismographs have been put forward, and new testing items and methods have emerged.  相似文献   

地震动峰值位移和峰值速度对地下结构地震反应的影响   总被引：2，自引：2，他引：0  

杜修力  许紫刚  袁雪纯  许成顺  张驰宇 《震灾防御技术》2018,13(2):293-303

针对3类不同的典型场地条件下的单层双跨地铁车站结构,采用土-地下结构整体动力时程分析方法,分析了地震动水平输入时峰值位移和峰值速度差异对地下结构地震反应的影响。结果表明,地震动峰值速度差异对地下结构地震反应的影响,在硬土场地条件下较大,中硬场地条件下次之,软土场地条件下最小;地震动峰值位移差异对不同场地条件下的地下结构的地震反应无明显影响。  相似文献   

Development of a GIS-based monitoring and management system for underground coal mining safety   总被引：2，自引：0，他引：2  

Seda alap  Mahmut Onur Karsl&#x;olu  Nuray Demirel 《International Journal of Coal Geology》2009,80(2):105-112

Coal mine safety is of paramount concern to mining industry. Mine accidents have various causes and consequences including catastrophic failure of mine, substantial economic losses and most notably loss of lives. Therefore, any initiative in mine monitoring is of vital importance for progressing safety surveillance and maintenance.This paper presents the development of a geographic information system (GIS)-based monitoring and management system for underground mine safety in three levels as constructive safety, surveillance and maintenance, and emergency. The developed model integrates the database design and management to the monitoring system implementation which encompasses query and analysis operations with the help of web and desktop applications. Interactive object-oriented graphical user interfaces (GUIs) were developed to visualize information about the entities gathered from the model and also to provide analysis operations based on the graphical representations and demonstrations using data tables and map objects.The research methodology essentially encompasses five main stages: (i) designing a conceptual database model; (ii) development of a logical model in terms of entity-relationship (ER) diagrams; (iii) development of a physical model based on physical constraints and requirements; (iv) development of GUIs and implementation of the developed model, analysis and queries; (v) verification and validation of the created model for Ömerler underground coal mine in Turkey. The proposed system is expected to be an efficient tool for improving and maintaining healthy standards in underground coal mines which can possibly be extended to a national GIS infrastructure.  相似文献   

3D GIS Supporting Underground Urbanisation in the City of Turin (Italy)   总被引：1，自引：1，他引：0  

Francesca de Rienzo  Pierpaolo Oreste  Sebastiano Pelizza 《Geotechnical and Geological Engineering》2009,27(4):539-547

This paper introduces a 3D geological and geotechnical model of the subsoil of the city of Turin managed by means of a Geographical Information System (GIS). The 3D GIS of the subsoil of Turin represents a useful decision-support tool in the underground management for engineering purposes and it’s here proposed as base geological elaborate to support future underground work in the city. In the final part of the paper, an application of the information coming from the 3D model is shown to define the characteristics of the optimal excavation machines (the type and disposition of tools on the head and the necessary engine power) for the future developments of the Underground Metro System.  相似文献