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    Impact Stresses During Dynamic Compaction

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 010
    Author:
    Paul W. Mayne
    ,
    Jones S. Jones, Jr.
    DOI: 10.1061/(ASCE)0733-9410(1983)109:10(1342)
    Publisher: American Society of Civil Engineers
    Abstract: The development of an analytical model for describing ground behavior during dynamic compaction requires that the magnitude of impact stresses be known. Although several theoretical methods for calculating dynamic stresses have been proposed, very few field measurements from full-scale operations have been made available for checking their validity. This technical note presents measured peak dynamic stresses at the ground surface obtained from an accelerometer mounted on the falling weight. The field testing program investigated a range of drop heights up to 19 meters using a constant weight of 20.9 tonnes. A simple analytical model derived from the conservation of momentum is shown to provide reasonable estimates of the magnitude and duration of impact stresses during dynamic compaction.
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      Impact Stresses During Dynamic Compaction

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    http://yetl.yabesh.ir/yetl1/handle/yetl/19274
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    contributor authorPaul W. Mayne
    contributor authorJones S. Jones, Jr.
    date accessioned2017-05-08T20:32:59Z
    date available2017-05-08T20:32:59Z
    date copyrightOctober 1983
    date issued1983
    identifier other%28asce%290733-9410%281983%29109%3A10%281342%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19274
    description abstractThe development of an analytical model for describing ground behavior during dynamic compaction requires that the magnitude of impact stresses be known. Although several theoretical methods for calculating dynamic stresses have been proposed, very few field measurements from full-scale operations have been made available for checking their validity. This technical note presents measured peak dynamic stresses at the ground surface obtained from an accelerometer mounted on the falling weight. The field testing program investigated a range of drop heights up to 19 meters using a constant weight of 20.9 tonnes. A simple analytical model derived from the conservation of momentum is shown to provide reasonable estimates of the magnitude and duration of impact stresses during dynamic compaction.
    publisherAmerican Society of Civil Engineers
    titleImpact Stresses During Dynamic Compaction
    typeJournal Paper
    journal volume109
    journal issue10
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1983)109:10(1342)
    treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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