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    Automated Surface Wave Method: Field Testing

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 007
    Author:
    Soheil Nazarian
    ,
    Milind R. Desai
    DOI: 10.1061/(ASCE)0733-9410(1993)119:7(1094)
    Publisher: American Society of Civil Engineers
    Abstract: The spectral analysis of surface waves (SASW) method is a nondestructive in situ seismic testing method for determining shear wave velocity profiles of soil sites and stiffness profiles of pavement systems. The key steps involved are construction of an experimental dispersion curve from data collected in situ, and inversion of the dispersion curve to determine the stiffness profile. In this paper, an automated method for the construction of dispersion curves is discussed. Weighted least‐squares best‐fit solution is used to estimate the phase at each frequency with coherence as weighing function. By knowing the distance between the receivers and the phase at each frequency, phase velocity and wavelength associated with that frequency are calculated. These raw data are then combined using the least‐absolute‐valuebest‐fit criterion to construct a dispersion curve. The inversion process for determination of stiffness profile from the dispersion curve is described in a companion paper.
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      Automated Surface Wave Method: Field Testing

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    http://yetl.yabesh.ir/yetl1/handle/yetl/21285
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    contributor authorSoheil Nazarian
    contributor authorMilind R. Desai
    date accessioned2017-05-08T20:36:58Z
    date available2017-05-08T20:36:58Z
    date copyrightJuly 1993
    date issued1993
    identifier other%28asce%290733-9410%281993%29119%3A7%281094%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21285
    description abstractThe spectral analysis of surface waves (SASW) method is a nondestructive in situ seismic testing method for determining shear wave velocity profiles of soil sites and stiffness profiles of pavement systems. The key steps involved are construction of an experimental dispersion curve from data collected in situ, and inversion of the dispersion curve to determine the stiffness profile. In this paper, an automated method for the construction of dispersion curves is discussed. Weighted least‐squares best‐fit solution is used to estimate the phase at each frequency with coherence as weighing function. By knowing the distance between the receivers and the phase at each frequency, phase velocity and wavelength associated with that frequency are calculated. These raw data are then combined using the least‐absolute‐valuebest‐fit criterion to construct a dispersion curve. The inversion process for determination of stiffness profile from the dispersion curve is described in a companion paper.
    publisherAmerican Society of Civil Engineers
    titleAutomated Surface Wave Method: Field Testing
    typeJournal Paper
    journal volume119
    journal issue7
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1993)119:7(1094)
    treeJournal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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