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    Curved Raypaths of Shear Waves and Measurement Accuracy of Bender Elements in Centrifuge Model Tests

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author:
    Yan-Guo Zhou
    ,
    Zheng-Bo Sun
    ,
    Yun-Min Chen
    DOI: 10.1061/(ASCE)GT.1943-5606.0001472
    Publisher: American Society of Civil Engineers
    Abstract: In-flight measurement of shear-wave velocity (Vs) in centrifuge model test is important for real-time characterization and has multiple engineering applications. Accurate measurement of Vs by bender elements (BE) in centrifuge models is still challenging, in part because of the curved raypath of shear-wave propagation. By focusing on the variable g-fields inside the models, this paper provides new equations with improved Vs-depth function to raypaths of shear waves for two typical centrifuge model setups. Parametric analyses including the centrifuge specifications, testing layout, and soil characteristics were carried out to study their effects on raypaths and Vs accuracy. The results show that testing layout has significant effect on Vs accuracy whereas soil characteristics have considerable effect. Variable g-fields will cause a further reduction of Vs accuracy, which is dominated by centrifuge radius. To secure an accurate Vs measurement in centrifuges, it is recommended that Di/L should be larger than 0.5 for cross hole measurement, and curved raypath inversion is necessary for tomography at shallow depth (Di/L<0.5). Then two centrifuge model tests with BE testing corresponding to two cases of variable g-fields were performed to validate the proposed recommendations, where the apparent velocity is proved accurate enough to be used as the actual velocity when testing layouts meet the requirement.
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      Curved Raypaths of Shear Waves and Measurement Accuracy of Bender Elements in Centrifuge Model Tests

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4243350
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    contributor authorYan-Guo Zhou
    contributor authorZheng-Bo Sun
    contributor authorYun-Min Chen
    date accessioned2017-12-30T12:54:56Z
    date available2017-12-30T12:54:56Z
    date issued2016
    identifier other%28ASCE%29GT.1943-5606.0001472.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243350
    description abstractIn-flight measurement of shear-wave velocity (Vs) in centrifuge model test is important for real-time characterization and has multiple engineering applications. Accurate measurement of Vs by bender elements (BE) in centrifuge models is still challenging, in part because of the curved raypath of shear-wave propagation. By focusing on the variable g-fields inside the models, this paper provides new equations with improved Vs-depth function to raypaths of shear waves for two typical centrifuge model setups. Parametric analyses including the centrifuge specifications, testing layout, and soil characteristics were carried out to study their effects on raypaths and Vs accuracy. The results show that testing layout has significant effect on Vs accuracy whereas soil characteristics have considerable effect. Variable g-fields will cause a further reduction of Vs accuracy, which is dominated by centrifuge radius. To secure an accurate Vs measurement in centrifuges, it is recommended that Di/L should be larger than 0.5 for cross hole measurement, and curved raypath inversion is necessary for tomography at shallow depth (Di/L<0.5). Then two centrifuge model tests with BE testing corresponding to two cases of variable g-fields were performed to validate the proposed recommendations, where the apparent velocity is proved accurate enough to be used as the actual velocity when testing layouts meet the requirement.
    publisherAmerican Society of Civil Engineers
    titleCurved Raypaths of Shear Waves and Measurement Accuracy of Bender Elements in Centrifuge Model Tests
    typeJournal Paper
    journal volume142
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001472
    page04016008
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 006
    contenttypeFulltext
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