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    Experimental and Numerical Observations of the Frequency-Domain Method in Bender-Element Testing

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 002
    Author:
    Javier Camacho-Tauta
    ,
    Hassan Ali
    ,
    Giovanni Cascante
    ,
    António Viana da Fonseca
    DOI: 10.1061/(ASCE)GT.1943-5606.0001603
    Publisher: American Society of Civil Engineers
    Abstract: In bender-element (BE) testing, shear-wave velocities are measured using two main methods: time-domain analysis of vibration data from pulse excitation and frequency-domain analysis of vibration from sine-sweep excitation. The frequency-domain analysis can be performed automatically. However, its results show high variability because they are affected by different variables such as the frequency content of the excitation, the resonant frequency of the BE system, and the resolution of the frequency-domain analysis. The reliability of the frequency-domain method is studied in this paper using simplified mathematical models and experimental results from BEs, miniature accelerometers, and resonant-column (RC) tests. The mathematical models are used to understand the effects of different variables in the frequency-domain method. Both laboratory and numerical results show that amplification peaks in the transfer function of the BE system can significantly affect the estimation of the shear-wave velocity. A modified frequency-domain analysis is proposed to enhance the reliability of the method using a high-frequency narrowband excitation outside the resonant peaks of the BE system. Results from the modified frequency-domain analysis tests show less than 10% error in the measurement of the shear-wave velocity with respect to the RC results.
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      Experimental and Numerical Observations of the Frequency-Domain Method in Bender-Element Testing

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4239659
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    contributor authorJavier Camacho-Tauta
    contributor authorHassan Ali
    contributor authorGiovanni Cascante
    contributor authorAntónio Viana da Fonseca
    date accessioned2017-12-16T09:11:01Z
    date available2017-12-16T09:11:01Z
    date issued2017
    identifier other%28ASCE%29GT.1943-5606.0001603.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239659
    description abstractIn bender-element (BE) testing, shear-wave velocities are measured using two main methods: time-domain analysis of vibration data from pulse excitation and frequency-domain analysis of vibration from sine-sweep excitation. The frequency-domain analysis can be performed automatically. However, its results show high variability because they are affected by different variables such as the frequency content of the excitation, the resonant frequency of the BE system, and the resolution of the frequency-domain analysis. The reliability of the frequency-domain method is studied in this paper using simplified mathematical models and experimental results from BEs, miniature accelerometers, and resonant-column (RC) tests. The mathematical models are used to understand the effects of different variables in the frequency-domain method. Both laboratory and numerical results show that amplification peaks in the transfer function of the BE system can significantly affect the estimation of the shear-wave velocity. A modified frequency-domain analysis is proposed to enhance the reliability of the method using a high-frequency narrowband excitation outside the resonant peaks of the BE system. Results from the modified frequency-domain analysis tests show less than 10% error in the measurement of the shear-wave velocity with respect to the RC results.
    publisherAmerican Society of Civil Engineers
    titleExperimental and Numerical Observations of the Frequency-Domain Method in Bender-Element Testing
    typeJournal Paper
    journal volume143
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001603
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 002
    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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