a revised spatial autocorrelation method to study shear wave velocity
نویسندگان
چکیده
recordings of ambient noise or microtremors are increasingly used to find valuable information on soil in one dimension at a given site. ambient vibrations, which are assumed to be mainly composed of surface waves, can be used to determine the surface wave dispersion curve in order to retrieve shear wave velocity profile. in this regard, microtremors are usually recorded simultaneously in an array of stations and they are processed in two steps; finding the dispersion (autocorrelation) curve and then inversing it to estimate the shear wave velocity profile. microtremors are usually recorded in various apertures in order to get the spectral curves over a wide frequency band, and different methods also exist for processing the raw signals. the two most popular microtremor processing techniques are frequency-wave number (f-k) and spatial autocorrelation (spac). the spac method, which generally employs a circular array of stations and one central station, permits an in-depth understanding of the temporal and spatial spectra of seismic waves. nowadays, it is widely used to estimate the structure of sub-surface layers and the shear wave velocities of sediments. in the spac method, the dispersion curves (phase velocity versus frequency) of surface waves are deduced by analyzing the normalized correlations between microtremors recorded at different stations. the dispersion curves are then used to characterize the structure of the medium. the method is based on a statistical analysis of the observed signal, which is assumed to be stationary and ergodic in time and space. in this paper to find reliable results in the processing of microtremors in shallow structures, the spatial autocorrelation coefficients are calculated for the vertical components of recorded signals using the mspac method and a new one (the revised spac method). both methods are based on considering all possible autocorrelation pairs among the circumference stations. their difference is that the new model considers all possible autocorrelation pairs among the circumference stations and makes an average on the calculated autocorrelations, on the other hand in the mspac model the pairs are put in different rings according to the distance between each pair. the deduced autocorrelation coefficients are then inverted. the results of applying the two models on real data are presented and compared. this comparison reveals that the results of both models are in good agreements with the site geology, although the new method expresses the vs profile at depths smaller than 10 meters more successfully than the mspac method.
منابع مشابه
A Study of the Wave Propagation Velocity in Granular Soils Using Discrete Element Method (DEM)
In the present paper, discrete element method (DEM) is used to study wave propagation phenomenon in granular soils. The effect of factors such as coefficient of friction, frequency, normal stiffness and soil gradation on the wave velocity is studied. Using the wall motion based on the sinusoidal function is the method of loading used in this simulation, through which the pressure wave is transf...
متن کاملSpectra of mantle shear wave velocity structure
We applied the stochastic method of Gudmundsson, Davies & Clayton (1990) (which was applied to ISC P-wave data) to teleseismic ISC S-wave data to obtain an independent estimate of mantle structure. We inverted the variance of S-wave traveltime residuals of bundles of rays to obtain a description of the spectrum of lateral heterogeneity as a function of depth through the mantle. The technique yi...
متن کاملsoil liquefaction assessment of earthquake using the shear wave velocity (a case study in ardabil city)
1. introduction as the pressure of porous water increases in sand soils and saturated loose layers during an earthquake, the soil tendency to reduce its own volume leads to a decrease in the soil’s multifaceted tension. this way, the shear strength of the soil strongly decreases and comes close to zero. this phenomenon is called liquefaction. soil liquefaction is the cause of much destruction o...
متن کاملEmpirical relation for estimating shear wave velocity from compressional wave velocity of rocks
In situ shear wave velocity is one of the most important parameters for evaluating dynamic elastic moduli and needs special energy sources for generation and receivers for detection. Identification of shear wave phase on a seismic record needs skill as it is not the first wave to arrive and is usually embedded in surface waves. To estimate shear wave velocity for site characterization and for p...
متن کاملSpatial correlation of shear-wave velocity in the San Francisco Bay Area sediments
Ground motions recorded within sedimentary basins are variable over short distances. One important cause of the variability is that local soil properties are variable at all scales. Regional hazard maps developed for predicting site effects are generally derived from maps of surficial geology; however, recent studies have shown that mapped geologic units do not correlate well with the average s...
متن کاملA Simplification Method of Terrain Modeling Based on Spatial-autocorrelation
To solve the problem of three-dimensional terrain simplification in large-scale which was based on digital elevation model (DEM) data, a terrain simplified method based on the theory of spatial autocorrelation was proposed. The slope, a key factor for expressing the terrain features, has been taken into account in this method. According to principle of regional similarities in geomorphology is ...
متن کاملمنابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
عنوان ژورنال:
فیزیک زمین و فضاجلد ۳۷، شماره ۳، صفحات ۷۱-۸۵
کلمات کلیدی
میزبانی شده توسط پلتفرم ابری doprax.com
copyright © 2015-2023