华北地区地壳上地幔S波三维速度结构

利用华北地区大型流动地震台阵的记录资料,采用近震和远震联合成像方法,得到了水平分辨率0.5°×0.5°、深至600km的S波速度结构.研究结果表明,上地壳S波速度结构与地表地质构造基本一致,燕山—太行山山脉均呈现高速异常,延庆—怀来盆地、大同盆地表现为低速异常,华北盆地内部的拗陷和隆起分别呈现低速和高速.唐山地区中地壳、山西裂陷盆地中下地壳存在明显的低速异常,可能分别与流体和热物质作用有关,有利于形成孕育强震的地质构造环境.90km的速度结构图像依然与地表的构造特征有较大的相关性,可能说明深部结构对地表构造有一定的控制作用.燕山隆起区岩石圈的厚度可达120～150km左右,华北盆地的岩石圈厚度可能在80km左右,太行山地区的岩石圈厚度介于两者之间.山西裂陷盆地上地幔低速层较厚,反映了该区不稳定的构造环境造成了地幔热物质的上涌.华北盆地下方220～320km出现的高速异常体,可能揭示了华北盆地上地幔仍然存在拆沉后残留的难熔、高密度的古老岩石圈地幔.研究区东部地幔转换带呈低速异常,推测可能与太平洋板块俯冲至该区下方地幔转换带前缘120°E左右的俯冲板块相变脱水有关.     

S-wave Velocity Profiles for Earthquake Engineering Purposes for the Cologne Area (Germany)

Local S-wave velocity-depth profiles are a key factor in seismic hazard assessment, as they allow the amplification potential of the sedimentary cover to be evaluated. Ambient seismic noise is mainly composed of surface waves, and therefore contains vital information about the S-wave velocity structure, allowing polarization or dispersion curves to be obtained from single station or array noise recordings. At two sites in the area of Cologne, Germany, the extended spatial correlation method was applied to such recordings and apparent phase velocity curves in the frequency range of interest for earthquake engineering were obtained. Using this data, a linearized inversion, the simplex downhill method, and a genetic algorithm yielded similar S-wave profiles. However, the latter method is recommended since it is less dependent upon a good starting model. Importantly, the presence of low-velocity layers in the Cologne area made it necessary to consider in the frequency range of interest higher modes in the inversion procedures. Finally, independent information on the total thickness of the sedimentary cover permitted the estimation of a 2D S-wave velocity profile crossing the Cologne area. Here, the H/V ratio inversion using 20 single-station noise recordings was used, with the results in good agreement with a geological profile.     

根据接收函数反演得到的首都圈地壳上地幔三维S波速度结构

利用2002~2003年中国地震局地质研究所台阵实验室以唐山大震区为中心布设的40个流动宽频带地震台站和首都圈数字台网的33个宽频带台站的远震数据,采用接收函数非线性反演方法得到其中72个宽频带台站下方60 km深度范围内的S波速度结构.根据得到的各台站下方地壳上地幔的S波速度结构,并综合刘启元等（1997）用接收函数非线性反演方法得到的延怀盆地15个宽频带流动台站下方的地壳上地幔S波速度结构模型,给出了39°N～41°N,114°E~119.5°E区域内沿不同走向、不同深度S波速度分布.由于综合了利用首都圈数字地震台网的宽频带台站以及流动地震台阵的观测数据,本文给出了较前人同类研究空间分辨率更好的结果.结果表明: (1)研究区的速度结构,特别是怀来以东的速度结构十分复杂.在10~20 km深度范围内,研究区地壳具有高速和低速异常块体的交错结构.研究区中上地壳速度结构主要被与张渤地震带大体重合的NW向高速条带和穿越唐山大震区的NE向高速条带所控制,而其中下地壳的速度结构主要为延怀—三河—唐山地区上地幔隆起所控制.(2)研究区内存在若干壳内S波低速体,它们主要分布在唐山,三河及延怀盆地等地区.在这些地区,壳内低速体伴随着壳幔界面的隆起和上地幔顶部速度结构的横向变化.(3)地表断层分布与地壳速度结构分区有较好的相关性,表明断层对不同块体有明显的控制作用.其中,宝坻断裂,香河断裂和唐山断裂均为超壳断裂.(4)首都圈内大地震的分布与壳内低速体及上地幔顶部的速度结构有密切关系.对于唐山大地震的成因,仅考虑板块作用引起的水平应力场是不够的,有必要充分重视由于上地幔变形引起的地壳垂直变形和上地幔物质侵入造成的热效应.     

S-wave velocity structures of sediments estimated from array microtremor records and site responses in the near-fault region of the 1999 Chi-Chi,Taiwan earthquake

The 1999 Chi-Chi, Taiwan earthquake, M_W = 7.6, caused severe damage in the near-fault region of the earthquake. In order to evaluate site effects in the near-field strong motions we estimate S-wave velocity structures of sediments at four sites using array records of microtremors. We also recalculated S-wave velocity structures at other four sites previously reported. To show the validity of the estimated S-wave velocity structures we separate empirical site responses from aftershock records using the generalized inversion method and show the agreement between empirical and theoretical site responses. We also show an observed fact that suggests soil nonlinearity during the Chi-Chi earthquake by comparing horizontal-to-vertical spectral ratios (HVRs) for main shock records with HVRs for aftershock records. Then we calculate one-dimensional equivalent-linear site responses using the estimated S-wave velocity structures and the main shock records observed on the surface. It is found that site amplification due to thick (about 6 km) sediments is one of the important factors for explaining the long-period velocity pulses of about 5 to 10 sec observed at sites in the footwall during the Chi-Chi earthquake. It is also found that the theoretical site responses of shallow soft sediments at sites that sustained severe damage in the hanging wall shows significant amplification around 1 sec. As the amplitude of velocity pulses with period around 1 sec is most critical in causing damage to ordinary buildings of moderate heights, our results suggest that the 1-sec period velocity pulses, amplified by the site response of shallow sediments should contribute to the severe damage during the Chi-Chi earthquake.     

中国东北地区地壳上地幔三维S波速度结构

收集了中国东北地区159个固定地震台2011年1月至2012年6月和27个流动地震台2011年1月至2011年6月间的垂向连续记录,根据噪声成像方法得到研究区（105°E-135°E, 39°N-52°N）较短周期（8~30 s）的瑞雷波群速度和相速度频散资料,再结合该区已有的天然地震长周期瑞雷波（36~145 s）的群速度频散资料,我们反演得到了中国东北地区200 km以浅深度范围内的三维壳幔S波速度结构,并得到了该区的岩石圈厚度分布图.结果表明：研究区中、下地壳S波速度结构的横向分布,在重力梯度带两侧有很大的不同,以东地区显示为大范围的高速,以西地区则呈现为大面积的低速;松辽盆地下方岩石圈地幔表现为显著的高速,岩石圈地幔底界面深度可能在90~100 km,薄的岩石圈盖层暗示东北地区的岩石圈可能发生了减薄;郯庐大断裂下方呈现出大范围的比较显著的低速特征,断裂下方上地幔顶部可能有热物质活动.     

S-wave velocity structure in Tangshan earthquake region and its adjacent areas from joint inversion of receiver functions and surface wave dispersion*

Using the seismic records of 83 temporary and 17 permanent broadband seismic stations deployed in Tangshan earthquake region and its adjacent areas (39°N–41.5°N, 115.5°E–119.5°E), we conducted a nonlinear joint inversion of receiver functions and surface wave dispersion. We obtained some detailed information about the Tangshan earthquake region and its adjacent areas, including sedimentary thickness, Moho depth, and crustal and upper mantle S-wave velocity. Meanwhile, we also obtained the v_P/v_S structure along two sections across the Tangshan region. The results show that: (1) the Moho depth ranges from 30 km to 38 km, and it becomes shallower from Yanshan uplift area to North China basin; (2) the thickness of sedimentary layer ranges from 0 km to 3 km, and it thickens from Yanshan uplift region to North China basin; (3) the S-wave velocity structure shows that the velocity distribution of the upper crust has obvious correlation with the surface geological structure, while the velocity characteristics of the middle and lower crust are opposite to that of the upper crust. Compared with the upper crust, the heterogeneity of the middle and lower crust is more obvious; (4) the discontinuity of Moho on the two sides of Tangshan fault suggests that Tangshan fault cut the whole crust, and the low v_S and high v_P/v_S beneath the Tangshan earthquake region may reflect the invasion of mantle thermal material through Tangshan fault.     

三峡水库坝址及邻区中上地壳S波速度结构

利用三峡数字地震台网记录的Sg波到时资料,采用地震层析成像技术,重建了三峡水库坝址及邻区中上地壳的三维速度图象,研究了地壳深部构造,主要结论是:①黄陵背斜的岩性具有固结程度高、岩体均匀完整、埋藏深度至少达14 km的特征;②秭归盆地与边缘构造由于岩层一致,而速度结构相同;构造变形的强度决定了秭归盆地及周缘区域沉积层的厚...     

利用背景噪声研究郯庐断裂带北段沈阳附近地区横波速度结构

郯庐断裂带是贯穿中国东部的一条巨型断裂带,总体呈NNE向延伸,总长度达 2400 km,南起长江北岸湖北广济,经安徽庐江、江苏宿迁、山东郯城和渤海,过沈阳后分为西支的依兰—伊通断裂带和东支的密山—敦化断裂带.郯庐断裂带北段是中国大陆历史强震活跃区和现今地震重点危险区之一.前人从地震地质、地球物理及地震活动性等方面开展基...     

Site Response from Ambient Vibrations in the Towns of Lod and Ramle (Israel) and Earthquake Hazard Assessment

Throughout their long history, the towns of Lod and Ramle have been severely affected by strong earthquakes. The last destructive earthquake occurred on July 11, 1927 and caused the destruction of large parts of these cities, reaching a seismic intensity of VIII–IX on the MSK scale. Such a high intensity from a relatively distant earthquake (about 70 km) of magnitude 6.2 is likely to be the result of local site effects of the sedimentary layers that may have significantly enhanced earthquake ground motions. This study is focused on estimating the seismic hazard to Lod and Ramle by implementing a three-step process (1) detailed mapping of the characteristics of the H/V spectral ratios from ambient noise, (2) incorporating geological information and well data to construct subsurface models for different sites within the investigated area and (3) estimating the seismic hazard in terms of uniform hazard site-specific accelerations. The horizontal-to-vertical spectral ratios of ambient noise were used to approximate the fundamental resonance frequencies of the subsurface and their associated amplitudes. About 360 sites in Lod and Ramle were instrumented for varying periods. The soil sites exhibits H/V peak amplitudes ranging from 4 to 6 in the frequency range 0.5–2.5 Hz. These data were used to constrain 1-D subsurface models that were developed using geological data and borehole information. H/V spectral ratio observations were checked against theoretical subsurface transfer functions at locations where borehole information is available farther constraint the range of possible V_s velocities of the different layers and thus, by means of trial an error it was possible to conclude a systematic spatial distribution of the V_s velocity and thickness in the substrata that are also consistent with the spatial distribution of the fundamental resonance frequencies of the soft sediments obtained by means of the H/V spectral ratios, and other geological and geophysical information available at different locations in the study area. The evaluated subsurface models are introduced using the SEEH procedure of Shapira and van~Eck [(1993) Natural Hazards 8, 201–205] to assess Uniform Hazard Site-Specific Acceleration Spectra for different zones within the towns of Lod and Ramle. These evaluations are very important for realistic assessment of the vulnerabilities of all types of existing and newly designed structures and for urban and land use planning.     

利用纵、横波震源谱参数研究波速比——以岷县—漳县MS6.6地震为例

利用甘肃省区域地震台网提供的地震波形,计算得到甘肃东南地区2010年1月至2014年6月183个M_L≥2.5地震纵、横波的拐角频率和零频极限等震源谱参数,分析2013年7月22日岷县—漳县M_S6.6地震前后纵、横波拐角频率比值和零频极限比值的变化特征,间接反映震源处波速比的变化。结果如下:(1)拐角频率比值的平均值约为1.32,而由零频极限比值计算得到的波速比平均值约为1.55,后者高于前者;(2)二者得到波速比的时间变化趋势基本一致:两个波速比在岷县地震前后呈现出"明显升高-下降-震前急剧下降-震后缓慢恢复"的变化过程;(3)二者得到的波速比空间分布基本一致:岷县地震震中附近及合作、舟曲等地区在震前出现低值异常,震中附近地区的波速比在震后有所回升。     

3D S-wave velocity structure of the Ningdu basin in Jiangxi province inferred from ambient noise tomography with dense array

The Ningdu basin, located in southern Jiangxi province of southwest China, is one of the Mesozoic basin groups which has exploration prospects for geothermal energy. A study on the detailed velocity structure of the Ningdu basin can provide important information for geothermal resource exploration. In this study, we deployed a dense seismic array in the Ningdu basin to investigate the 3D velocity structure and discuss implications for geothermal exploration and geological evolution. Based on the dense seismic array including 35 short-period (5 s-100 ?Hz) seismometers with an average interstation distance of ～5 ?km, Rayleigh surface wave dispersion curves were extracted from the continuous ambient noise data for surface wave tomographic inversion. Group velocity tomography was conducted and the 3D S-wave velocity structure was inverted by the neighborhood algorithm. The results revealed obvious low-velocity anomalies in the center of the basin, consistent with the low-velocity Cretaceous sedimentary rocks. The basement and basin-controlling fault can also be depicted by the S-wave velocity anomalies. The obvious seismic interface is about 2 ?km depth in the basin center and decreases to 700 ?m depth near the basin boundary, suggesting spatial thickness variations of the Cretaceous sediment. The fault features of the S-wave velocity profile coincide with the geological cognition of the western boundary basin-controlling fault, which may provide possible upwelling channels for geothermal fluid. This study suggests that seismic tomography with a dense array is an effective method and can play an important role in the detailed investigations of sedimentary basins.     

云南壳幔S波速度结构与强震的构造背景

本文选取云南及周边65个台站记录到的47个地震事件,利用相匹配滤波技术分离出了基阶Rayleigh面波信号.选取与震中处于同一大圆弧上的两个台站,利用双台格林函数法获取了台间相速度频散,频散的周期范围在10~80 s之间.从2000个波形记录中提取了152个台站对之间的相速度频散,最后,利用台间的相速度频散反演得到云南地区0~200 km深度范围内的S波速度结构.结果表明:云南地区地壳厚度整体上呈南北向变化趋势,从南部的30 km变化到北部的60 km.在局部地区Moho面呈现出隆起和凹陷,基本上呈"一隆两凹"的特征.另外,滇西地区大致以红河断裂为界,其两侧的岩石圈结构存在明显的差异.西侧从70 km深处开始,滇缅泰块体上的保山、畹町、沧源、思茅一带大范围内均为低速区,并且一直延伸到120 km深处.而红河断裂东侧的滇中块体,只有在康滇古隆起区存在上地幔低速区,其余大部分地区上地幔S波速度在4.4~4.6 km/s之间.     

河北省南部及邻区地壳P波速度结构三维反演

1980—2012年河北省及邻区测震台网地震记录,使用了河北省南部及邻区（34.0°—38.0°N,112.0°—118.0°E）63个固定地震台站和4 540个地震事件,得到27 709条P波到时数据,采用速度结构与地震位置联合反演的方法,获得研究区内地壳P波三维速度结构,重新确定中小地震震源位置。速度结构揭示：研究区域内地壳的P波速度结构存在明显的横向不均匀性,在10—25 km深度上横向不均匀性更加显著;大地震基本发生在速度异常体或高低速交界区域。地震重新定位结果显示：地震P波走时均方根残差（RMS）从1.68 s降到0.82 s;地震呈明显条带状分布,震源深度与地质构造年代具有一定负相关性。     

汶川MS8.0地震：地壳上地幔S波速度结构的初步研究

2008年5月12日我国四川省汶川地区发生了震惊世界的M_S8.0地震.历史上,同类地震在大陆内部极为罕见.该地震深部构造背景的研究对理解其成因极为重要.本文利用中国地震局地质研究所地震动力学国家重点实验室在川西地区布设的大规模密集流动宽频带地震台阵记录的远震P波波形数据和接收函数非线性反演方法,得到了沿北纬31°线的19个台站下方120 km深度范围内的S波速度结构及台站下方地壳的平均泊松比.该观测剖面穿越了主震区,总长度约为420 km. 我们的结果揭示了川滇地块、松潘-甘孜地块和四川盆地三个不同地块构造差异.上述三个地块的地壳结构特征可以概括为：（1）四川盆地前陆壳幔界面向西侧倾斜并有较为明显的横向变形,地壳厚度存在46～52 km的横向变化,中下地壳S波速度存在横向变化,地壳平均泊松比值较高（0.28～0.31）,但在龙门山断裂带附近,显示了坚硬地壳的特征,地壳平均泊松比仅为0.2;（2）松潘-甘孜地块地壳厚度由西侧靠近鲜水河断裂的60 km,向东减薄为52 km,在14～50 km深度范围内存在S波速度2.75～3.15 km/s的楔状低速区,其厚度由西侧的～30 km向东逐渐减薄为～15 km,相应区域的地壳平均泊松比高达0.29～0.31; （3）鲜水河断裂西侧,川滇地块地壳结构相对简单,地壳厚度为58 km,并在26 km深度存在约10 km厚度的高速层,地壳内平均泊松比约为0.25;（4）汶川大震区在12～23 km深度上具有近乎4.0 km/s的S波高速结构,而其下方的地壳为低速结构,地壳平均泊松比0.31～0.32,汶川大震的余震序列主要分布在高速介质区域内. 本文的结果表明松潘-甘孜地块的地壳相对软弱;而且并不存在四川盆地向西侧的俯冲.我们认为在青藏高原东向挤压的长期作用下,四川盆地强硬地壳的阻挡作用可导致松潘-甘孜地块内部蓄积很大的应变能量以及上、下地壳在壳内低速层顶部边界的解耦,在龙门山断裂带附近形成上地壳的铲形逆冲推覆.汶川大地震及其邻近区域所具有的坚硬上地壳和四川盆地的阻挡作用为低应变率下的高强度应力积累创造了必要条件,而松潘-甘孜地块长期变形积累的高应变能构成了孕育汶川大地震的动力来源.     

汶川地震余震震源参数及地震动衰减与场地影响参数反演分析

基于强震动观测台钻孔数据, 统计得到了四川、 甘肃地区20 m深的浅硬土层场地平均剪切波速模型． 通过与美国加州地区的波速模型对比, 结合四川、 甘肃地区地震预报的地壳模型, 延拓剪切波速模型至40 km． 应用四分之一波长法计算了浅硬土层场地的平均场地放大系数． 利用场地放大系数, 消除13次余震中浅硬场地的台站场地响应, 反演了龙门山断层上、 下盘的介质品质因子以及13次余震的有效应力降． 通过与普通土层场地的强震动记录对比, 对浅硬土层场地的放大系数进行调整, 得到了深厚土层场地的平均放大系数．      

利用地震和爆破资料反演宁夏及邻区浅层三维速度结构

将有限差分正演及LSQR反演方法应用到宁夏及邻区,利用该区2003-2009年7年间的地震和爆破记录,经过重新细致分析,得到了具有4个以上台站清楚记录到初至波Pg和Pn到时的地震426次、爆破52次,剔除到时离散较大的数据后共有2 788条记录.获得了不同深度的速度平面分布图像以及不同位置的深度速度剖面图像.得出深度0...     

利用地震背景噪声成像技术反演三峡库区及邻近地区地壳剪切波速度结构

本文利用三峡库区重庆遥测台网及邻近地区台网2012年1月至12月期间的连续波形记录,通过噪声互相关,提取了这些台站间的经验格林函数.并通过获取的经验格林函数瑞利面波频散信息,反演出该区域5~40 s瑞利面波相速度分布.周期5 s及10 s的相速度分布结果显示：四川盆地具有较厚的沉积盖层,其中盆地中部沉积层相对偏浅.而周期20 s及35 s的相速度分布结果显示：中下地壳的扬子克拉通整体呈现较高的相速度分布,具有相对坚硬的中下地壳结构.这其中吉首—常德的武陵山区附近出现明显高速异常,可能与江南古陆古火山岛链（雪峰—九岭弧形古火山群）活动有关,火山活动导致大量的基性-超基性幔源物质侵入地壳,造成了武陵山重力异常,并一定程度上阻挡了云贵高原和湘鄂西部的物质向南逃逸;在地形上,此处恰好对应我国地形第二阶梯向第三阶梯的过渡带,并将华南地块分隔为东西两大部分.最后我们在瑞利面波相速度成像的基础上,反演出该区域三维剪切波速度分布,结果显示四川盆地周边的龙门山、米仓山、大巴山、七曜山和大娄山等地质构造与地壳剪切波速度结构具有明显对应关系.研究结果有助于深入研究该区的深部地质构造特征与地震发生机理.     

2014年云南鲁甸6.5级地震震源位置及震源区速度结构联合反演

利用震源位置和速度结构的联合反演,得到了2014年云南鲁甸6.5级地震序列的震源位置及震源区速度结构.结果表明,鲁甸地震序列呈共轭分布,余震主要分布在NNE向包谷垴—小河断裂上,另一小部分分布在近EW向的共轭未知断裂上.震源深度剖面结果显示包谷垴—小河断裂是一个走向NNW、高倾角、且倾向为SWW的断裂.震源区地壳结构复杂,存在大面积高速区,地震主要分布在P波速度较高的地区.     

Source study of two small earthquakes of Delhi, India, and estimation of ground motion from future moderate, local events

We study source characteristics of two small, local earthquakes which occurred in Delhi on 28 April 2001 (Mw3.4) and 18 March 2004 (Mw2.6). Both earthquakes were located in the heart of New Delhi, and were recorded in the epicentral region by digital accelerographs. The depths of the events are 15 km and 8 km, respectively. First motions and waveform modeling yield a normal-faulting mechanism with large strike-slip component. The strike of one of the nodal planes roughly agrees with NE–SW orientation of faults and lineaments mapped in the region. We use the recordings of the 2004 event as empirical Green’s functions to synthesize expected ground motions in the epicentral region of a Mw5.0 earthquake in Delhi. It is possible that such a local event may control the hazard in Delhi. Our computations show that a Mw5.0 earthquake would give rise to PGA of ~200 to 450 gal, the smaller values occurring at hard sites. The estimate of corresponding PGV is ~6 to 15 cm/s. The recommended response spectra, Sa, 5% damping, for Delhi, which falls in zone IV of the Indian seismic zoning map, may not be conservative enough at soft sites for a postulated Mw5.0 local earthquake.     

利用Rayleigh波相速度和群速度联合反演青藏高原东北缘S波速度结构

利用青藏高原东北缘地区固定和流动地震台网2007年8月到2012年1月期间记录的远震波形,运用小波变换频时分析方法分别测定了1216和653条周期从15到140 s的台站间基阶Rayleigh相速度和群速度频散曲线.通过对上述频散进行反演,重构了青藏高原东北缘分辨率高达0.5°×0.5°的2-D相速度和群速度分布图.然后通过对所提取到的每个格网点Rayleigh波相速度和群速度频散进行联合反演,得到了研究区下方一维S波速度结构.最后通过线性插值,得到了青藏高原东北缘下方地壳上地幔三维S波结构.结果表明,印度板块向北俯冲已经达到班公—怒江缝合带附近;在柴达木盆地北部祁连山下面我们发现了亚洲板块,且其没有表现出明显的向南俯冲的迹象;在两大板块中间,我们观测到延伸到250 km深度的低速异常,该低速异常可能是地幔物质底辟上涌现象造成的.