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    Effect of Secondary Impacts on SPT Rod Energy and Sampler Penetration

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author:
    Changho Lee
    ,
    Jong-Sub Lee
    ,
    Shinwhan An
    ,
    Woojin Lee
    DOI: 10.1061/(ASCE)GT.1943-5606.0000236
    Publisher: American Society of Civil Engineers
    Abstract: This paper explores the standard penetration test (SPT) hammer-anvil behavior and investigates the effect of secondary impact on SPT energy and sampler penetration. It is observed that the hammer-anvil behavior after the impact depends on the characteristics of the wave reflected from the sampler. The type-I secondary impact, which is dominant for
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      Effect of Secondary Impacts on SPT Rod Energy and Sampler Penetration

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/62007
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    contributor authorChangho Lee
    contributor authorJong-Sub Lee
    contributor authorShinwhan An
    contributor authorWoojin Lee
    date accessioned2017-05-08T21:46:41Z
    date available2017-05-08T21:46:41Z
    date copyrightMarch 2010
    date issued2010
    identifier other%28asce%29gt%2E1943-5606%2E0000252.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62007
    description abstractThis paper explores the standard penetration test (SPT) hammer-anvil behavior and investigates the effect of secondary impact on SPT energy and sampler penetration. It is observed that the hammer-anvil behavior after the impact depends on the characteristics of the wave reflected from the sampler. The type-I secondary impact, which is dominant for
    publisherAmerican Society of Civil Engineers
    titleEffect of Secondary Impacts on SPT Rod Energy and Sampler Penetration
    typeJournal Paper
    journal volume136
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000236
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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