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    Ground Vibration Measurements near Impact Pile Driving

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 008
    Author:
    Athina Grizi
    ,
    Adda Athanasopoulos-Zekkos
    ,
    Richard D. Woods
    DOI: 10.1061/(ASCE)GT.1943-5606.0001499
    Publisher: American Society of Civil Engineers
    Abstract: Pile driving is a complex dynamic process where little insight has been garnered in terms of the energy transfer from the driver to the soil and surrounding structures. Ground motion measurements during driving of full-scale steel H-piles with diesel hammers are presented. The key feature of this work is the in-depth sensor installation starting very close to the pile (0.2 m), at other radial distances from the pile, and at various depths in the ground. Differences in wave sources from the tip and the shaft of the pile as well as wave attenuation coefficients are revealed from the sensor measurements. Attenuation relationships fitted through the data could be used to predict ground motion that could cause shakedown settlement. A conventional line array of surface-mounted geophones was also used and results are presented.
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      Ground Vibration Measurements near Impact Pile Driving

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4239771
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    contributor authorAthina Grizi
    contributor authorAdda Athanasopoulos-Zekkos
    contributor authorRichard D. Woods
    date accessioned2017-12-16T09:11:38Z
    date available2017-12-16T09:11:38Z
    date issued2016
    identifier other%28ASCE%29GT.1943-5606.0001499.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239771
    description abstractPile driving is a complex dynamic process where little insight has been garnered in terms of the energy transfer from the driver to the soil and surrounding structures. Ground motion measurements during driving of full-scale steel H-piles with diesel hammers are presented. The key feature of this work is the in-depth sensor installation starting very close to the pile (0.2 m), at other radial distances from the pile, and at various depths in the ground. Differences in wave sources from the tip and the shaft of the pile as well as wave attenuation coefficients are revealed from the sensor measurements. Attenuation relationships fitted through the data could be used to predict ground motion that could cause shakedown settlement. A conventional line array of surface-mounted geophones was also used and results are presented.
    publisherAmerican Society of Civil Engineers
    titleGround Vibration Measurements near Impact Pile Driving
    typeJournal Paper
    journal volume142
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001499
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 008
    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
    yabeshDSpacePersian