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1.
提出一种用三分量检波器接收到的地脉动信号的水平向与垂直向（H／V）谱进行反演来估计地下土层S波速度（VS）剖面的方法。为此，推导出了计算层状半空间中传播的面波H／V谱的理论公式，并且同时考虑了基阶及高阶振型的影响。然后提出了一种用地脉动H／V谱估计地下土层S波速度剖面的反演分析方法。假设浅部土层的VS值或厚度已知，求其余未知量。在6个不同场地上对观测的地脉动H／V谱进行了反演分析，获得了场地的浅部S波速度剖面。该结果与这些场地上已有的速度测井资料相一致，它和反演值之间的标准误差小于0．1，最大误差为0．2。 相似文献
2.
面波多道分析方法(MASW)通过分析高频瑞雷波确定浅地表剪切波速度.在过去的20年中,由于该方法具有非侵入性、无损、高效及价格低的特点,越来越受到浅地表地球物理和地质工程学界的重视,视为未来最有希望的技术之一.这篇综述论文将介绍中国地质大学(武汉)浅地表地球物理团队近年来在研究高频面波的传播理论和应用中取得的部分成果.非几何波是一种仅存在于浅地表介质,尤其是未固结的沉积物中的独特的地震波.它的存在对快速而准确地获得表层S波速度有一定价值.我们的研究表明非几何波是一种具有频散特性的泄漏波.泄漏波的存在可能导致将其误认为瑞雷波的基阶或高阶能量,从而造成模式误判.这种模式误判会导致错误的反演结果.我们通过求取高基阶分离后的瑞雷波格林函数证明虚震源法瑞雷波勘探的可行性.这个结果将极大地降低野外瑞雷波勘探成本.勒夫波多道分析方法(MALW)中未知参数比瑞雷波的少,这使得勒夫波的频散曲线比瑞雷波的简单.因此,勒夫波反演更稳定,非唯一性更低.勒夫波数据生成的能量图像通常比瑞雷波的清晰,并具有更高的分辨率,从而可以更容易地拾取精确的勒夫波的相速度.利用雅克比矩阵分析波长与探测深度的关系表明对相同波长的基阶模式而言,瑞雷波的探测深度是勒夫波的1.3~1.4倍;而两种波的相同波长的高阶模式波的探测深度相同.我们也尝试了时间域勒夫波反演.按照勒夫波分辨率将地球模型剖分成了不同尺寸的块体,利用反卷积消除了地震子波对勒夫波波形的影响,通过更新每个块体的S波速度来拟合勒夫波波形,从而获得地下S波速度模型.该方法不基于水平层状模型假设,适用于任意二维介质模型. 相似文献
3.
微动探测方法是在背景噪声成像理论的基础上发展起来的一种新型地球物理探测手段,其根据获取野外数据的观测台站方式分为微动阵列方法和微动单台方法.本文综述了前人对微动探测方法的研究进展,并对目前该方法存在的问题及研究的发展趋势进行了展望.微动阵列方法采用频率波数法或空间自相关法从微动信号中提取频散曲线,进而反演获得地下横波速度结构.微动单台方法即H/V谱比法以三分量台站为观测基础,对水平分量信号与垂直分量信号进行傅里叶谱比,以此估算沉积层厚度、获得共振频率以及场地放大因子等.目前微动探测发展还有诸多问题需要进行深入研究,例如瑞雷波与勒夫波浅层探测理论方法、同时考虑基阶和高阶面波的影响进行多阶面波反演方法研究以及H/V谱比曲线与频散曲线联合反演方法研究等,从而提高微动探测方法浅层探测精度以满足城市地下空间精细探测的需求,加深探测深度为透明地壳、地下第三空间的精细探测提供一种新型地球物理手段. 相似文献
4.
本文利用布设于陕西及其邻区的喜马拉雅二期流动地震台阵和区内的固定地震台网共计257个台站于2014—2015年记录到的连续波形资料，采用基于图像分析的相速度提取方法，得到了7 185条瑞雷波相速度频散曲线，反演获得了周期为5—40 s的瑞雷波相速度分布图像，其最小分辨率约为20 km。结果表明:各周期瑞雷波相速度图像具有明显的横向不均匀性，能够较好地反映出地壳及上地幔顶部的地质构造特征。周期为5—10 s的瑞雷波相速度分布与地表地质构造密切相关，且高低速异常的分界线与地块边界高度吻合；周期为15 s的瑞雷波相速度分布图像显示出，大部分断陷沉积盆地（渭河、天水等盆地）表现为低速异常，表明此区域的沉积层厚度较大；周期为20—40 s的相速度分布则受地壳厚度影响较大，青藏高原东北缘始终呈现出明显的低速异常，鄂尔多斯地块中、下地壳以高速异常为主，但周期为20—30 s的相速度低速异常区分布于青藏高原沿六盘山逆冲褶皱带并一直延伸至鄂尔多斯内部，由此推测该区域地下介质中存在一定程度的物质交换和融合。 相似文献
5.
在缺乏其他资料的情况下,地脉动常常用做确定地震动对地表介质产生影响效应的简便手段。本文以银川市区为研究对象,根据地震勘探资料有目的的选取5条测线在银川市区进行地脉动观测,观测点共141个。用Nakamura提出的HV谱比法解析观测数据,在给定地下构造剪切波速度(VS)的基础上,由H/V比值曲线中的基本频率推测盆地深层地下构造。通过理论计算进一步验证了解析结果。结合前人地震勘探资料推测了银川市区脉动基本频率分布特征,并给出2D和3D银川市基底构造变化情况,对比分析表明,HV谱比法得到的脉动基本频率值可以反映银川盆地基底变化情况。 相似文献
6.
为充分利用微动信号中基阶和高阶模式瑞雷波,本文研究了基于多阶瑞雷波SPAC系数直接反演的方法.该方法首先基于地层介质响应计算多阶瑞雷波的能量占比,考虑实际观测台阵有限台站个数对SPAC系数影响,正演计算多阶瑞雷波SPAC系数,再采用快速模拟退火算法对其反演以获得地下介质横波速度结构.在此基础上,本文通过数值模拟验证该方法的可靠性,分别选取三种典型地质模型,基于模式叠加算法合成理论微动信号,采用本文方法计算其理论多阶瑞雷波SPAC系数并反演,给出反演结果与真实模型对比.我们将该方法应用于上海中心城区的地质调查中,通过与钻探结果对比,进一步验证该方法的有效性.本文理论与实际应用研究表明,基于多阶瑞雷波SPAC系数直接反演的微动探测方法有助于提高反演结果的可靠性,尤其对含软硬夹层的复杂地层介质,可提高探测精度. 相似文献
7.
8.
利用面波测定台间衰减系数 总被引：1，自引：0，他引：1
使用相匹配滤波技术提取基阶面波振型的相位,然后再利用时变滤波进行 振幅谱校正,以此分离出基阶振型面波信号。对合成面波理论地震图的处理结果表 明,该方法可精确地从含高阶（最高阶数为５）的综合地震图中分离出基阶面波,与利 用同一模型合成的基阶面波相比,分离出的基阶面波的振幅谱畸变很小,根据中国数 字化地震台网（ＣＤＳＮ）记录的长周期面波资料,对与震源位于同一大圆弧上的北京。 海拉尔台观测的瑞雷波进行处理,分离出基阶振型信号,然后利用两台的基阶振型信 号进行反褶积得到台间格林函数,由格林函数计算得到台间周期为１３～１４２ ｓ的面 波衰减系数和群速度,所得结果也较为平稳。 相似文献
9.
反演高频率(≥2Hz)的瑞雷波的相速度可得到分层地球模型从地表到地下30m以内的剪切(S)波速度。如果已知S波速度VS、压缩(P)波速度VP和瑞雷波速度,通过反演瑞雷波衰减系数就可以获得分层地球模型的P波品质因子QP和S波品质因子QS。模拟结果证明,根据瑞雷波衰减系数反演品质因子QS是可行的。当VS/VP达到0.45时,不能忽略QP对瑞雷波衰减系数的贡献,这种情况在近地表构造中并非罕见。从某些地质构造中的瑞雷波衰减系数反演得到QP是可能的,这是一种不同于一般认为的观点,即相对于P波的品质因子QP,瑞雷波的衰减系数对S波的品质因子QS更为敏感。在亚利桑那沙漠,采集了60道的面波数据。对一个层厚度超过20m的10层模型,首先利用多道面波分析(MASW)方法反演数据得到S波速度,然后通过反演衰减系数确定品质因子。 相似文献
10.
由于瑞雷波存在多个导波模式,仅用基阶模式波频散数据反演而忽略高模式波,会影响反演精度.本文利用高阶模式瑞雷波频散数据与基阶模式频散数据互相独立的特性,构建瑞雷波基阶波、一阶高模式波和二阶高模式波的联合反演目标函数.通过增加反演变量,利用权系数调节各变量对反演结果的影响,实现同步联合反演,从而保证反演稳定性.使用人工蜂群智能算法求解目标函数,有效解决了传统反演方法将非线性问题线性化处理产生的细节信息丢失问题,提高了反演精度.经过对较为复杂的四层含低速夹层和四层含高速夹层理论模型和实例数据的反演验证,表明基于人工蜂群算法的瑞雷波多阶模式波非线性联合反演能够提高反演的稳定性和精度. 相似文献
11.
Imaging a shallow salt diapir using ambient seismic vibrations beneath the densely built-up city area of Hamburg,Northern Germany 总被引：1，自引：1，他引：0
Salt diapirs are common features of sedimentary basins. If close to the surface, they can bear a significant hazard due to
possible dissolution sinkholes, karst formation and collapse dolines or their influence on ground water chemistry. We investigate
the potential of ambient vibration techniques to map the 3-D roof morphology of shallow salt diapirs. Horizontal-to-vertical
(H/V) spectral peaks are derived at more than 900 positions above a shallow diapir beneath the city area of Hamburg, Germany,
and are used to infer the depth of the first strong impedance contrast. In addition, 15 small-scale array measurements are
conducted at different positions in order to compute frequency-dependent phase velocities of Rayleigh waves between 0.5 and
25 Hz. The dispersion curves are inverted together with the H/V peak frequency to obtain shear-wave velocity profiles. Additionally,
we compare the morphology derived from H/V and array measurements to borehole lithology and a gravity-based 3-D model of the
salt diapir. Both methods give consistent results in agreement with major features indicated by the independent data. An important
result is that H/V and array measurements are better suited to identify weathered gypsum caprocks or gypsum floaters, while
gravity-derived models better sample the interface between sediments and homogeneous salt. We further investigate qualitatively
the influence of the 3-D subsurface topography of the salt diapir on the validity of local 1-D inversion results from ambient
vibration dispersion curve inversion. 相似文献
12.
Surface wave dispersion is studied to obtain the 1-D average velocity structure of the crust in the Korean Peninsula by inverting
group- and phase-velocities jointly. Group velocities of short-period Rayleigh and Love waves are obtained from cross-correlations
of seismic noise. Multiple-filter analysis is used to extract the group velocities at periods between 0.5 and 20 s. Phase
velocities of Rayleigh waves in 10- and 50-s periods are obtained by applying the two-station method to teleseismic data.
Dispersion curves of all group and phase velocities are jointly inverted for the 1-D average model of the Korean Peninsula.
The resultant model from surface wave analysis can be used as an initial model for numerical modeling of observations of North
Korean events for a velocity model appropriated to the Korean Peninsula. The iterative process is focused especially on the
surface sedimentary layer in the numerical modeling. The final model, modified by numerical modeling from the initial model,
indicates that the crust shear wave velocity increases with depth from 2.16 km/s for a 2-km-thick surface sedimentary layer
to 3.79 km/s at a Moho depth of 33 km, and the upper mantle has a velocity of 4.70 km/s. 相似文献
13.
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. 相似文献
14.
D.G. Raptakis M.V. Manakou F.J. Chvez-García K.A. Makra K.D. Pitilakis 《Soil Dynamics and Earthquake Engineering》2005,25(11):871-887
Euroseistest is currently the longest running test site in the world. It was originally defined as the 2D cross-section of the Mygdonian basin going from Profitis to Stivos villages. In this paper, we present the first results of the effort to extend the idea of test site to a larger portion of the whole sedimentary structure, i.e. the extension of the idea of Euroseistest from a 2D to a 3D structure. To this end we have compiled available geological and geotechnical information. We have analyzed microtremor and earthquake data recorded seven years ago, that had not been thoroughly exploited. We present the results of the analysis of H/V spectral ratios from microtremors recorded at 195 sites, and from earthquake records at 14 stations. The results are validated through comparison with the well studied 2D cross-section. In addition to this, the geometry of the edges of the basin has been deduced from electrical tomographies. The synthesis of all these data allowed us to propose reliable map of dominant frequencies throughout the basin, a good constrain on the geometry of the basin at the edges, and shear-wave velocity profiles at some points. Our results indicate that average shear-wave velocity is not constant throughout, and thus the dominant frequency map is not a faithful image of the geometry of the basin. We have also obtained a reliable estimate of the site response throughout the basin. The results have been used to plan an additional measurement campaign, and are currently used to compute site response using a 3D seismic modelling code. We expect that the usefulness of Euroseistest to understand site effects in 3D geological structures will be as large as it has been in its 2D phase. 相似文献
15.
Haruko Sekiguchi Masayuki Yoshimi Haruo Horikawa Kunikazu Yoshida Sunao Kunimatsu Kenji Satake 《Journal of Seismology》2008,12(2):185-195
We studied the long-period ground motions in the Osaka sedimentary basin, Japan, which contains a 1- to 3-km thickness of
sediments and is the site of many buildings or construction structures with long-natural period. We simulated the broadband
ground motions likely to be produced by the hypothetical Nankai earthquake: the earthquake expected to give rise to the most
severe long-period ground motion within the basin. For the simulation, we constructed multiscale heterogeneous source models
based on the Central Disaster Management Council of Japan (CDMC) source model and adopted a hybrid computation method in which
long-period motion and short-period motion are computed using a 3-D finite difference method and the stochastic Green’s function
method, respectively. In computing long-period motions, we used a 3-D structure model of the crust and the Osaka sedimentary
basin. The ground motions are estimated to have peak velocities of 50–90 cm/s, prolonged durations exceeding 300 s, and long
predominant periods of 5–10 s in the area with great thickness of sediments. The predominant periods are in agreement with
an approximate evaluation by 4 H/V
s where H and V
s are the thickness of the sediment and the average S wave velocity, respectively. 相似文献
16.
使用位于松辽盆地内部的NECESSArray台阵连续两年背景噪声数据，通过波形互相关和多重滤波方法提取到2~14 s较短周期的Rayleigh波群速度和相速度频散曲线，基于快速行进（FMM）面波成像方法得到群速度和相速度成像结果，并采用最小二乘迭代线性方法反演获得了松辽盆地深至12 km的三维S波速度结构.本文成像结果显示：松辽盆地内部S波速度分布的横向不均匀性与该区域的构造单元呈现出良好的空间对应关系.从地表至下方的6 km深度，盆地北部比南部表现出更加强烈的低速异常，这一特征可能与盆地南北的沉积构造差异有关.中央坳陷区低速异常的边界与嫩江断裂走向相互平行，表明盆地基底断裂对盆地形成演化具有一定的控制作用.在垂直速度结构剖面中，2.9 km·s-1的S波速度等值线与地震反射剖面显示的盆地基底深度大致对应.基于S波速度模型和盆地基底速度（2.9 km·s-1），我们获得精细的松辽盆地沉积层厚度模型，结果表明松辽盆地的沉积层厚度分布呈现出中间厚、四周薄的特征，中央坳陷区的沉积层厚度范围大约在3~6 km. 相似文献
17.
The construction of 3-D basin velocity structures is ongoing in many regions of Japan. The structure models are constructed
mainly for the prediction of long-period ground motions from future large earthquakes. In this paper, we validate the 3-D
velocity structure model of the Tokachi basin, a deep sedimentary basin located in eastern Hokkaido, Japan, based on 3-D simulation
of long-period (2–20 s) ground motions from three nearby intermediate-depth earthquakes; this model was constructed by the
National Research Institute for Earth Science and Disaster Prevention (NIED). We make comparisons between the observed and
synthetic long-period ground motions for the basin-induced surface waves as well as the direct S-wave. We also try to revise
the 3-D velocity structure in the western part of the Tokachi basin based on 1-D velocity structures estimated using long-period
S-wave modeling and the microtremor survey method. We then perform the 3-D simulation again to validate the revised model.
Based on quantitative comparisons of the long-period ground motions from these simulations with those observed, we conclude
that the NIED and revised velocity structure models are generally good at the central basin sites, but that both models require
modification at the basin edges to explain the details of the observed basin-induced surface waves. 相似文献
18.
M.V. Manakou D.G. Raptakis F.J. Chávez-García P.I. Apostolidis K.D. Pitilakis 《Soil Dynamics and Earthquake Engineering》2010
The 3D structure of the Mygdonian sedimentary basin (N. Greece) is investigated. The aim of this study is to propose a 3D model of this sedimentary structure that can later be used to model the seismic records currently being obtained by the permanent accelerograph network operating in the area. This model builds on previous efforts and incorporates new data. The geometry and dynamic properties of the soil layers were inverted using data from microtremor array measurements, seismic refraction profiles, boreholes, and geotechnical investigations. Phase-velocity dispersion curves of Rayleigh waves were determined at 27 sites in the basin using the spatial autocorrelation method (SPAC) introduced by Aki [1]. S-wave velocity profiles were inverted from these dispersion curves and the whole valley structure was interpolated using our new results and all previously available data. The proposed 3D model describes the geometry and shear-wave velocities of the Mygdonian and pre-Mygdonian sedimentary systems, and the top bedrock surface. Our results indicate that this 3D model correctly reflects the geometry and dynamic properties of the sedimentary layers. The case of Euroseistest, where the subsoil structure is the result of bringing together many disparate data, could be used as an example for similar alluvial basins throughout the world, where usually only scarce data is available. 相似文献
19.
20.
Inversion of local S-wave velocity structures from average H/V ratios, and their use for the estimation of site-effects 总被引：2，自引：1，他引：2
H/V spectral ratios from microtremors areused to retrieve the S-velocity structurefrom a single ambient vibration record, byusing its relation to the ellipticity ofthe fundamental mode Rayleigh wave and theamplitude of observed H/V ratio.Constraints are needed in order to restrictthe possible range of solutions, and theinversion is applied to sites where thethickness of the unconsolidated sedimentsis approximately known from boreholeinformation. Within the uncertainty, theinverted structures agree well with theresults from other S-wave measuringtechniques such as downhole and cross-holemeasurements, and the analysis of ambientvibrations measured on an array.The influence of the inversion uncertaintyon site-amplification estimates forearthquakes is then investigated. For allinverted models, site response is computedfor a large number of events, which allowsto define the uncertainty by the aprioriunknown source position and mechanism of afuture earthquake. In most cases thevariability between the results obtainedfor the different models is much smallerthan the variability introduced by theunknown source position. The accuracy withwhich S-wave velocity structures can beretrieved from observed H/V ratios istherefore sufficient for an application ofthe method in seismic hazard analysis for aspecific site. 相似文献