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1.
To determine the shear wave velocity structure and predominant period features of T?naztepe in ?zmir, Turkey, where new building sites have been planned, active–passive surface wave methods and single-station microtremor measurements are used, as well as surface acquisition techniques, including the multichannel analysis of surface waves (MASW), refraction microtremor (ReMi), and the spatial autocorrelation method (SPAC), to pinpoint shallow and deep shear wave velocity. For engineering bedrock (V s > 760 m/s) conditions at a depth of 30 m, an average seismic shear wave velocity in the upper 30 m of soil (AVs30) is not only accepted as an important parameter for defining ground behavior during earthquakes, but a primary parameter in the geotechnical analysis for areas to be classified by V s30 according to the National Earthquake Hazards Reduction Program (NEHRP). It is also determined that Z1.0, which represents a depth to V s = 1000 m/s, is used for ground motion prediction and changed from 0 to 54 m. The sediment–engineering bedrock structure for T?naztepe that was obtained shows engineering bedrock no deeper than 30 m. When compared, the depth of engineering bedrock and dominant period map and geology are generally compatible. 相似文献
2.
Detecting underground cavities using microtremor data: physical modelling and field experiment 
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下载免费PDF全文 In this paper, we study the possibilities of the use of microtremor records in the detection and delineation of near‐surface underground cavities. Three‐dimensional physical modelling data showed that the averaging amplitude spectra of a large number of microtremor records makes it possible to evaluate the frequencies and amplitudes of compressional standing waves generated by microtremor in the space between the ground surface and underground cavities. We illustrate how these parameters can be used to estimate the shape of the underground cavity horizontal projection. If the compressional wave velocity in the enclosing rock is known, it is possible to evaluate the depth to the cavity top using the frequencies of the standing waves. The results of the field experiment confirmed the possibility of underground cavities detection using microtremor data. 相似文献
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J. FERTIG 《Geophysical Prospecting》1984,32(1):1-17
The most common source of seismic energy is an explosion at some depth in a borehole. The radiated waves are reflected not only at the subsurface layers but also at the free surface. The earth's surface acts as a generator of both P- and S-waves. If the source depth is much less than the dominant wavelength the reflected waves resemble closely the waves generated by a single force. Theoretical seismograms were computed with different methods to look for the relevance of the surface-reflected waves. The numerical experiments show reflected shear waves even for small shotpoint—receiver distances. Due to their polarization these waves can be detected most easily on in-line horizontal geophones. The existence of these waves was examined during a conventional survey in Northern Germany. Conventional data analysis shows a large variability in the νp/νs ratio. The method used here produced a shear-wave section with a rather good signal-to-noise ratio down to 4 s S-wave reflection time. 相似文献
5.
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
6.
Ambient seismic noise or microtremor observations used in spatial auto-correlation (SPAC) array methods consist of a wide frequency range of surface waves from the frequency of about 0.1 Hz to several tens of Hz. The wavelengths (and hence depth sensitivity of such surface waves) allow determination of the site S-wave velocity model from a depth of 1 or 2 m down to a maximum of several kilometres; it is a passive seismic method using only ambient noise as the energy source. Application usually uses a 2D seismic array with a small number of seismometers (generally between 2 and 15) to estimate the phase velocity dispersion curve and hence the S-wave velocity depth profile for the site. A large number of methods have been proposed and used to estimate the dispersion curve; SPAC is the one of the oldest and the most commonly used methods due to its versatility and minimal instrumentation requirements. We show that direct fitting of observed and model SPAC spectra generally gives a superior bandwidth of useable data than does the more common approach of inversion after the intermediate step of constructing an observed dispersion curve. Current case histories demonstrate the method with a range of array types including two-station arrays, L-shaped multi-station arrays, triangular and circular arrays. Array sizes from a few metres to several-km in diameter have been successfully deployed in sites ranging from downtown urban settings to rural and remote desert sites. A fundamental requirement of the method is the ability to average wave propagation over a range of azimuths; this can be achieved with either or both of the wave sources being widely distributed in azimuth, and the use of a 2D array sampling the wave field over a range of azimuths. Several variants of the method extend its applicability to under-sampled data from sparse arrays, the complexity of multiple-mode propagation of energy, and the problem of precise estimation where array geometry departs from an ideal regular array. We find that sparse nested triangular arrays are generally sufficient, and the use of high-density circular arrays is unlikely to be cost-effective in routine applications. We recommend that passive seismic arrays should be the method of first choice when characterizing average S-wave velocity to a depth of 30 m (Vs30) and deeper, with active seismic methods such as multichannel analysis of surface waves (MASW) being a complementary method for use if and when conditions so require. The use of computer inversion methodology allows estimation of not only the S-wave velocity profile but also parameter uncertainties in terms of layer thickness and velocity. The coupling of SPAC methods with horizontal/vertical particle motion spectral ratio analysis generally allows use of lower frequency data, with consequent resolution of deeper layers than is possible with SPAC alone. Considering its non-invasive methodology, logistical flexibility, simplicity, applicability, and stability, the SPAC method and its various modified extensions will play an increasingly important role in site effect evaluation. The paper summarizes the fundamental theory of the SPAC method, reviews recent developments, and offers recommendations for future blind studies. 相似文献
7.
M. Navarro T. Enomoto F. J. Sánchez I. Matsuda T. Iwatate A. M. Posadas F. Luzón F. Vidal K. Seo 《Pure and Applied Geophysics》2001,158(12):2481-2497
—?In Almería city large earthquakes occurred and many buildings were completely destroyed in these historical earthquakes. The actual population of Almería city is about 200,000 people. This population is rapidly increasing and new urbanizing areas are growing to the eastern part of the city where they are located in softer soil conditions. Consequently, the evaluation of surface soil conditions is very important from a standpoint of earthquake disaster mitigation. We have obtained a landform classification map developed by analysing aerial photos, large-scale topographic maps and 80 borehole data. Eleven unit areas, which have different soil conditions, were inferred from this research. Also, S-wave velocity prospecting tests were carried out at several sites within the city. The shear-velocity values of the ground vary from 1689?m/s in hard rock to 298?m/s in soft soil. These results are useful for understanding the uppermost soil characteristics and are used for soil classification. Finally, short-period microtremor observations were densely carried out in the research area and NAKAMURA's method (1989) was applied for determining predominant periods. Microtremors were observed at about 173 sites with mainly 400?m interval in rock sites and 200?m interval in relatively soft soil sites. From the result of these microtremor measurements, the predominant period determined at rock site, in the western part of the city and historic area, is very short, about 0.1?s, and very stable. However at soft soil sites, in the center of the city, near Zapillo Beach and in the newly developed urban area, the predominant period is about 1.0?s and even larger in concordance with the geological conditions. Finally, at medium soil sites, in the eastern part of the city, the predominant period is about 0.4?s and it appears very stable in the whole region. The difference of predominant periods between hard rock and soft soil sites is very clear and it has been observed that the distribution of predominant periods depends heavily on the surface soil conditions. 相似文献
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Roy K. Warren 《Geophysical Prospecting》1996,44(6):923-934
The electromagnetic array profiling (EMAP) exploration method can be combined with a direct one-dimensional inversion process for conversion to depth to produce a subsurface resistivity cross-section. This cross-section may then be interpreted in parallel with a seismic cross-section to enhance the prediction of rock type and structure. In complex thrust environments and areas of shallow carbonate rocks, the EMAP method is often used to provide additional data either to help the seismic processor and/or to aid the seismic interpretation. In particular, the electromagnetic (EM) data can be used to build an independent seismic velocity file for depth migration. Three EMAP test areas in the western United States are used to demonstrate such a use of EMAP as an expioration tool. The first shows how a velocity file is estimated from resistivity data for seismic depth migration processing in a complex thrust environment. In the second example, the method is applied in layer-cake geology with high seismic velocity rocks at the earth's surface. The third example is another complex thrust environment, but in this case the velocity file derived from the resistivity data is used for stacking the seismic data. 相似文献
10.
Mapping the thickness of sediments in the Ljubljana Moor basin (Slovenia) using microtremors 总被引：2，自引：0，他引：2
The Ljubljana Moor basin is characterized by moderate bedrock topography and thicknesses of Quaternary lacustrine and fluvial
sediments ranging from 0 to 200 m. More than 65 boreholes which reached the bedrock were drilled in the area, but their distribution
in the basin is very uneven and some data from the boreholes uncertain. There are also no data on S-velocity distribution
within the basin, but seismic refraction measurements pointed out a rather uniform increase of P-velocity with depth, great
impedance contrast with the bedrock and relatively small lateral velocity variations. The microtremor horizontal-to-vertical
spectral ratio (HVSR) method was therefore applied as a complementary tool to seismic refraction survey to map the thickness
of sediments. First, microtremors were measured at the locations of boreholes which reached the bedrock and the resonance
frequencies determined. The inverse power relationship between the resonance frequency and the thickness of sediments was
then determined from 53 data pairs. The quality of the correlation is moderate due to possible heterogeneities in sediments
and possible 3D effects in some minor areas, but the obtained parameters correspond well to the values obtained in six other
European basins. Secondly, a 16 km-long discontinuous seismic refraction profile was measured across the whole basin, leaving
uncovered some larger segments where active seismic measurements were not possible. Microtremors were then measured at 64
locations along the same profile, using 250 m point spacing, without leaving any gaps. The frequency–thickness relationship
was used to invert resonance frequencies to depths. These were first validated using the results of the seismic refraction
survey, which showed good agreement, and finally used for interpolation in the segments of missing refraction data to obtain
a continuous depth profile of the bedrock. The study has shown that the microtremor method can be used as a complementary
tool for mapping the thickness of unconsolidated sediments also in areas characterized by moderate bedrock topography. As
the input data are always to some extent uncertain, it is important to have a sufficiently large number of borehole data to
establish a frequency–thickness relationship, as well as some additional independent geophysical information for its validation. 相似文献
11.
为了避免微动勘探技术中因忽略高阶模式瑞雷波而影响反演精度的不足,提出从微动面波中提取多模式瑞雷波频散曲线的映射式方法.该方法从微动信号入手,首先通过相关法提取多半径台阵的相关系数曲线,然后建立从多条相关系数曲线到多模式瑞雷波频散曲线的映射模型,最后采用分区拟合准则优化实现模型结构,达到提取微动面波中多模式瑞雷波频散曲线的目的.为验证方法的有效性,通过有限差分方法数值计算实际近表面应用中三种常见典型地质结构中的微动信号,采用映射式方法提取微动面波中多模式瑞雷波频散曲线,将提取结果和理论值进行对比分析.结果表明,映射式方法提取微动面波中多模式瑞雷波频散曲线可以满足反演地质结构的要求. 相似文献
12.
为了快速而且廉价地获取北京市详细的场地响应和浅层速度结构,应用于地震动模拟和地震灾害预防,我们开展了微动观测技术和处理方法研究.本文利用2007年夏季北京五棵松地区进行的几个微动观测实验数据,使用单台H/V谱比法分析场地的卓越频率及其对应的放大系数,并对比了不同地震仪和观测时间对H/V曲线的影响;应用高分辨率F-K频谱分析方法从微动台阵数据中得到Rayleigh波的频散曲线并使用邻域算法反演出浅层速度结构.H/V结果表明该地区卓越频率在2.1～2.2 Hz之间,对应的放大系数下限约为3;利用微动H/V方法得到的场地卓越频率具有较高的稳定性.微动台阵反演结果给出了比较合理的波阻抗界面深度和层平均速度结构,认为地下80多米处的波阻抗界面是决定场地卓越频率和其场地放大系数的主要界面.本研究表明微动技术应用于评估城市地震场地响应和浅层速度结构是可行且易于实施的. 相似文献
13.
This paper presents a comparison between different techniques for evaluation of predominant periods in soft soil, for the urban area of Pereira city, Western Colombia. In this study we used microtremor and strong ground motion records obtained by a local array of seven accelerographs stations deployed in the city. Response spectra and spectral ratios have been calculated and compared with strong seismic events recorded in solid rock and soft soil stations. These observations allowed the determination of dominant response spectra for several sectors in the urban area. For the microtremor measurements and earthquake data, dominant periods were determined using interpretation of Fourier amplitude spectra and Nakamura's technique. A comparison between dominant periods obtained from strong ground motion records and those obtained from microtremor measurements show similarities, which is in the range 0.2–0.5 s. A preliminary version of a site response map for Pereira city was obtained from this analysis. 相似文献
14.
The direct access to the interior of our planet is very limited. Scientific drilling can reach about 15 km depth. Natural exhumation processes in conjunction with orogeny bring massive rock packages from up to 100 km depth back to surface. Explosion breccia and kimberlite pipes can carry small rock and mineral fragments as xenoliths from up to 250 km depth. But all the detailed knowledge we achieved about Earth's deep interior structures and dynamics, especially during the last two decades is based on highly resolved seismic data, in particular seismic tomography. That means it is a three-dimensional distribution of elastic and inelastic data with the maximum resolution of the seismic wavelength, i.e. at great depth several kilometres in principle. Consequently any material information is a matter of interpretation. Thus a detailed knowledge about the elastic properties of rocks in dependence on pressure, temperature, mineral content, grain size, deformation, crack distribution, etc., is crucial for this interpretation. 相似文献
15.
近地表沉积层的S速度结构是强地面震动模拟和地震灾害估计的重要参数,尤其是浅部的S波速度结构在工程上具有重要的应用意义．目前大部分资料来源于工程钻孔或工程地震探测,很少有地震波频率范围内的S波速度结构,或者深度达数百米的S波速度结构．通过对天然地震的井下摆波形记录的分析,提供了一种测量地震波频率范围深达数百米的S波速度的有效方法．收集了首都圈地区44个井下摆的近震记录,利用广义射线方法确认了直达S波及其在地表的反射波震相,并通过测量不同台站上两个震相的到时差,获得了首都圈地区浅层100——500m 深度范围的S波速度结构．研究发现,浅部100m 的平均S波速度低于300m/s．当深度增加到500m 时S波速增加到800m/s,平均速度梯度为0.8 （m/s）/m．研究结果表明,井下摆地震记录波形是研究沉积盆地浅层S波结构的重要资料,将为沉积盆地的强地面震动模拟提供重要基础参数． 相似文献
16.
Seismic microzonation of Marsa Alam, Egypt using inversion HVSR of microtremor observations 总被引：1，自引：0，他引：1
Sherif El-Hady Elsayed Abdel-Azeem Fergany Adel Othman Gad ElKareem Abdrabou Mohamed 《Journal of Seismology》2012,16(1):55-66
An attempt was made to estimate seismic microzonation in Marsa Alam city, Egypt based on the analysis of seismic microtremor
observations. Observations were carried out at 140 sites in the study region. Analysis and processing of microtremor were
divided into two steps; the first one is to measure the horizontal-to-vertical spectral ratios (HVSR) for each site and picked
predominant frequency and its amplitude for each site. The second step is to measure the average shear wave velocity in the
upper 30 m (Vs30) of subsoil using inversion of HVSR technique. The results show well matching of theoretical HVSR and observed
HVSR for body waves in all sites. The Vs30 parameter was used to classify subsoil into classes of soil properties converted
to the slandered European soil code (Eurocode-8 (2002)) as follows; Vs < 180(class D), 180 ≤ Vs < 360 (class C), 360 ≤ Vs < 800
(class B) and Vs ≥ 800 m/s (class A). Our study exhibits that most of Marsa Alam city were covered by B and C classes with
small portions of class D close to the shoreline and class A at the northeastern part of the region. The developed classification
soil map of the study area was correlated with the distribution of the predominant frequency in view of the surface geology
and given a good matching. The results of this study will be useful for planning the Marsa Alam region to be the future tourist
dream for Egypt. The method used in assessment of seismic microzonation in Marsa Alam city could be the fast and inexpensive
technique to measure the Vs30 based on the HVSR of microtremor and would be applied in many other areas in Egypt. 相似文献
17.
The microtremor spectra observed at the sediment-filled basin of Zafarraya show a peak near 2·8 Hz, independent of the local basin depth. Based on geoelectric and geologic data we constructed a tentative model of the site. The seismic response for vertically incident plane waves, both SH and P-SV, was computed by the finite-difference method. The observed spectral peak was found to be due to a combined effect of the 2-D basin bottom shape and the horizontally layered basin fill. Neither of the two effects explain the spectra when treated separately. Synthetic seismo-grams indicate a transitional basin behaviour, little investigated so far, between that typical of local basin-induced surface waves and a global 2-D resonance. A practical conclusion is that the site effects cannot be simply assessed by means of the basin shape ratio (thickness to half-width ratio) and the velocity contrast at the bottom. 相似文献
18.
大足石刻北山168窟为五百罗汉窟,开凿于1119年至1125年,窟高3.3m,宽3.14m,进深7.1m,是大足石刻中尺寸较大的一个重要洞窟。目前,168窟围岩裂隙风化病害十分严重,面临失稳坍塌的危险。为制定针对性的长久保护措施,需查明168窟围岩病害的现状。通过现场调查、物探、钻探等技术手段,获取了大足石刻北山168窟及邻近区域的工程地质条件。进一步,采用高频瑞雷波探测技术对168窟顶板岩体进行瑞雷波相速度成像,考虑168窟顶板岩体特定的围岩边界条件和场地工程地质条件,对洞窟顶板岩体瑞雷波相速度-深度成像剖面中的低速区分布进行成因分析和解译,揭示石窟顶板岩体风化现状和节理裂隙的发育情况。为分析评价洞窟围岩稳定性和石窟保护工程设计提供基础性地质资料和必要的计算参数,也为相关技术在文物保护工程的应用提供经验和借鉴。 相似文献
19.
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
20.
Vertical stresses in the earth's upper crust may be evaluated by the depth times the average unit weight of the overlying rock mass; however, the horizontal stress is difficult to obtain. Rock usually contains joints or cracks, and its fracture toughness is limited. If the horizontal stress acting on a cracked rock body exceeds a certain range, the crack will propagate and lead to rock fracture; and if a cracked rock is stable, the horizontal stress must be within a certain range. Therefore, from the stability condition of cracks, the range of horizontal stress can be evaluated. In this paper, a collinear crack model is employed to establish the cracked rock stability condition, and our theoretical results generally agree with the in-situ measurement results. The theoretical results can well explain the phenomenon that the ratio of horizontal stress to vertical stress near crust surface is scattered in a wide range, but in deep zone, it is scattered in a narrow range. 相似文献