共查询到20条相似文献，搜索用时 171 毫秒
1.
2.
因其简便、经济的独特优势,地脉动台阵方法在场地剪切波速结构探测中得到了广泛应用.为了兼顾探测深度和探测精细程度,地脉动方法通常需要布设多个不同尺寸的台阵.传统的有线测试系统极大地影响了地脉动台阵的现场布设和工作效率.文中介绍了一种地脉动无线测试系统和现场测试方法.该系统采用了无线控制加固态记录方案,在中心观测点无线控制采集系统的开始、结束采集、保存和传输地脉动采集数据号,极大地降低了现场地脉动台阵测试的工作强度、提高了测试效率.在一实际工程场地进行的应用表明,利用该系统采集的地脉动台阵数据提取的瑞利波频散曲线和反演的场地剪切波速结构有较高的精度. 相似文献
3.
近年来的工程实践表明,以速度频散特性为理论基础的传统瑞利面波法的实际应用存在场地限制的瓶颈问题.为克服该困难,本文从面波的基础理论着手,在前人建立的水平层状介质中瑞利面波速度频散方程的基础上,推导了水平层状介质中瑞利面波质点位移的解析解公式.以工程中常见的几种典型的水平层状地层模型为例,结合地脉动单点谱比法(HVSR,Horizontal to Vertical Spectral Ratio),对基阶瑞利面波的椭圆极化特征进行了数值模拟研究.研究结果表明:与瑞利面波的速度频散特性类似,其椭圆极化同样具有频散特性,且椭圆极化时的质点位移水平分量与垂直分量的频谱比与地层泊松比结构有关.瑞利面波的这种椭圆极化特性展示了利用单点瑞利面波的多分量评价地层泊松比结构的理论可行性. 相似文献
4.
正浅层地表介质的剪切波速是工程抗震设计、场地地震危险性分析、场地地震效应研究等研究的重要基础。面波勘探方法是一种利用人工震源激发产生的瑞雷面波来反演地下介质弹性参数特别是剪切波速的现场原位测试方法,工作效率高且经济成本低。本文针对面波勘探中相对较新的多道面波分析方法(MASW)在地下介质剪切波速探测中的应用进行了研究。主要研究内容及取得的成果如下:(1)利用传递矩阵法(Dunkin)计算了水平层位条件下的瑞雷波相速度频散曲线,并总结 相似文献
5.
基于时频分析方法提取瞬态瑞利波频散曲线 总被引：2，自引：0，他引：2
作为一种无损浅层勘探方法,瑞利波越来越多地应用于地震工程、环境工程及岩土工程测试中。其中,一项重要的工作是提取瑞利波的频散曲线。根据激振方式不同,瑞利波勘探可分为稳态法、瞬态法和地脉动台阵法。基于相位谱法提取瞬态瑞利波的频散曲线,一般将两通道瑞利波的相位差限制在2π之内,因此限制了两拾振器之间的布点距离。本文利用时频分析方法,分析了瞬态瑞利波法频散曲线的提取方法,避免了对相位差的限制。数值试验结果表明,采用时频分析方法提取到的频散曲线具有较高的精度。 相似文献
6.
工程场地动力特性分析的地脉动法 总被引：2，自引：1，他引：1
简要地回顾了地脉动研究的历史,综述了地脉动在场地动力分析中应用的四种主要分析方法：直接富氏谱法、相对参考点谱比法、单点地脉动谱比法和利用地脉动反演场地剪切波速法。介绍各种分析方法的理论依据和适用条件,侧重分析了各种方法中存在的问题,论述了地脉动的应用前景和进一步研究的内容。 相似文献
7.
8.
9.
针对青藏高原多年冻土区场地资料较少的情况,为满足工程和防震减灾的需要,对北麓河和二道沟二个青藏铁路沿线典型多年冻土场地进行了地脉动台阵观测,根据场地实际情况设计了地脉动台阵,进行了加速度记录观测。采用小波分析方法对数据进行了处理,滤掉信号中的长频率漂移及直流成分,对各测点加速度数据记录的水平和竖向的最大加速度与平均加速度进行了统计,表明北麓河场地更为坚硬。通过单点谱比法对场地卓越频率进行了分析,两个场地的竖向卓越频率波动的范围大致在3.0~5.5Hz,属较硬实场地。通过改进的空间自相关方法计算了空间自相关系数,提取了Rayleigh波相速度频散曲线,与正常提取结果及理论计算结果进行了对比,验证了地脉动台阵布置和Rayleigh相速度提取方法的合理性,为进一步研究提供了支撑。 相似文献
10.
11.
Inversion of SASW dispersion curves based on maximum flexibility coefficients in the wave number domain 总被引：3，自引：0，他引：3
Spectral analysis of surface waves (SASW) is a nondestructive in-situ testing method that is used to determine stiffness profiles of soil and pavement sites based on dispersion characteristics of Rayleigh-type surface waves.Inversion of the Rayleigh wave dispersion curve of a site provides information on the variation of shear-wave velocity with depth. In the inversion procedures currently used for SASW tests, the field dispersion curve is matched with a theoretical dispersion curve obtained for the fundamental mode of surface wave propagation.In order to overcome difficulties associated with the presence of multi-modes in SASW signals, a new inversion method based on the maximum vertical flexibility coefficient is introduced in this paper. Unlike root-searching methods, the new method easily identifies the predominant propagation modes. In this new approach, the simplex method is used to match field and theoretical dispersion curves automatically. The purpose of this paper is to present the details of the new method and to demonstrate its advantages. 相似文献
12.
13.
14.
The spectral analysis of surface wave (SASW) developed in the early eighties has opened the way to the use of surface waves for the definition of shear wave velocity profiles in soil deposits or pavement structures without the need of any borings or intrusion. The SASW testing procedure was designed to minimize the contribution of higher modes and thus assumes that the Rayleigh waves which propagate at the surface belong only to the fundamental mode. Several studies have however demonstrated that, in some conditions, higher Rayleigh modes can contribute significantly to the dispersion curve. Different tests configurations exist today to deal with Rayleigh mode problem by the use of an array of receivers. In spite of that, the SASW configuration remains attractive due to the limited number of receivers, as well as, the Rayleigh modes contributing in SASW records configuration can be identified by multiple-filter technique and isolated using time-variable filters. The proposed techniques are first validated by simulated records and then applied to SASW records obtained in the field. The study confirms that higher modes can participate and even dominate in SASW records. An important contribution of higher Rayleigh modes can also exist, even if the shear wave velocity increases regularly with depth. The higher Rayleigh modes can significantly affect the accuracy of the shear wave velocity profile if they are not properly identified and separated. A multi-mode inversion process is shown to be important to have an accurate soil characterization. 相似文献
15.
Yinhe Luo Jianghai Xia Jiangping Liu Yixian Xu Qingsheng Liu 《Soil Dynamics and Earthquake Engineering》2009
The multichannel analysis of surface wave (MASW) method has been effectively used to determine near-surface shear- (S-) wave velocity. Estimating the S-wave velocity profile from Rayleigh-wave measurements is straightforward. A three-step process is required to obtain S-wave velocity profiles: acquisition of a multiple number of multichannel records along a linear survey line by use of the roll-along mode, extraction of dispersion curves of Rayleigh waves, and inversion of dispersion curves for an S-wave velocity profile for each shot gather. A pseudo-2D S-wave velocity section can be generated by aligning 1D S-wave velocity models. In this process, it is very important to understand where the inverted 1D S-wave velocity profile should be located: the midpoint of each spread (a middle-of-receiver-spread assumption) or somewhere between the source and the last receiver. In other words, the extracted dispersion curve is determined by the geophysical structure within the geophone spread or strongly affected by the source geophysical structure. In this paper, dispersion curves of synthetic datasets and a real-world example are calculated by fixing the receiver spread and changing the source location. Results demonstrate that the dispersion curves are mainly determined by structures within a receiver spread. 相似文献
16.
Feasibility of waveform inversion of Rayleigh waves for shallow shear-wave velocity using a genetic algorithm 总被引：1，自引：0，他引：1
Chong Zeng Jianghai Xia Richard D. MillerGeorgios P. Tsoflias 《Journal of Applied Geophysics》2011,75(4):648-655
Conventional surface wave inversion for shallow shear (S)-wave velocity relies on the generation of dispersion curves of Rayleigh waves. This constrains the method to only laterally homogeneous (or very smooth laterally heterogeneous) earth models. Waveform inversion directly fits waveforms on seismograms, hence, does not have such a limitation. Waveforms of Rayleigh waves are highly related to S-wave velocities. By inverting the waveforms of Rayleigh waves on a near-surface seismogram, shallow S-wave velocities can be estimated for earth models with strong lateral heterogeneity. We employ genetic algorithm (GA) to perform waveform inversion of Rayleigh waves for S-wave velocities. The forward problem is solved by finite-difference modeling in the time domain. The model space is updated by generating offspring models using GA. Final solutions can be found through an iterative waveform-fitting scheme. Inversions based on synthetic records show that the S-wave velocities can be recovered successfully with errors no more than 10% for several typical near-surface earth models. For layered earth models, the proposed method can generate one-dimensional S-wave velocity profiles without the knowledge of initial models. For earth models containing lateral heterogeneity in which case conventional dispersion-curve-based inversion methods are challenging, it is feasible to produce high-resolution S-wave velocity sections by GA waveform inversion with appropriate priori information. The synthetic tests indicate that the GA waveform inversion of Rayleigh waves has the great potential for shallow S-wave velocity imaging with the existence of strong lateral heterogeneity. 相似文献
17.
18.
This study investigates the effects of underground obstacles on a Rayleigh Wave dispersion curve obtained by spectral analysis of surface waves (SASW) testing. The SASW test is simulated by a transient response analysis of an axisymmetric finite element method. Both rigid obstacles and cavities with a variety of shapes and embedment depths are considered. Results show strong fluctuations in the dispersion curve obtained from the signals recorded by receivers in the vicinity of an obstacle. The fluctuations are primarily a result of wave reflections from the near and far faces of an obstacle. Results obtained from a finite element model are explained through a comparison with a simple theoretical model and experimental results are published. Fluctuations shown in the dispersion curve can result in misinterpretation of the shear wave velocity profile. Wherever obstacles are known to exist, an SASW test should be performed in a way that minimizes these effects. The parameters that will reduce or aggravate these effects were studied and are discussed. 相似文献
19.
Rayleigh波可以用来反演近地表结构,在工程物探、石油物探、地球内部结构探测中均有重要意义.数值计算得到的含低速层的层状介质对应的Rayleigh波频散曲线会出现看似“交叉”的现象,但是对于这种现象目前还没有进行系统的研究.事实上可以验证,有些看似交叉的频散曲线实际上不相交.改变低速层的厚度和横波速度发现低速层越明显（即低速层速度越低或层厚越厚）频散曲线越不容易相交.凡友华等在2007年提出频散曲线对应着四种基本模式,在频散曲线发生“交叉”现象的区域实际上存在两个以上模式的频散曲线.本文主要研究了存在R模和S2模的区域内频散曲线的“交叉”现象.首先利用竖直本征振动曲线研究R模和S2模Rayleigh 波的振动特点,发现R模对应的本征振动主要集中在地表,随着深度变化能量快速衰减,S2模对应的本征振动主要集中在第2层.研究“交叉点”附近频散点对应的本征振动曲线发现这一区域有些Rayleigh波同时具有R模和S2模的振动特点,对应着一种耦合模式.通过对实例的研究发现,在“交叉点”附近,若两条频散曲线不发生交叉,则每条曲线对应的模式会发生R模和S2模之间经由耦合模式的转变,本文称这种现象为两种模式发生耦合;若两条频散曲线相交,则同一条频散曲线上的Rayleigh波模式几乎相同,只是在离交点很近的区域会存在一些耦合模式,本文称此时两种模式不发生耦合.本文研究结果主要供Rayleigh波对低速层结构的反演研究参考. 相似文献
20.
用瞬态多道瑞利波法研究夏垫隐伏断裂附近的浅层速度结构变化 总被引：2，自引：0，他引：2
用瞬态多道瑞利波法,对夏垫隐伏断裂附近的浅层速度结构进行了调查研究,利用f-k域分析方法提取瑞利波频散曲线,分别用遗传算法和半波长方法反演,得到断裂附近的横波速度结构和瑞利波相速度分布剖面。反演结果与钻孔资料的对比表明,瞬态瑞利波法对于探测上断点埋深较浅的隐伏断裂是有效和可靠的。 相似文献