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    Influence of Hammer Type on SPT Results

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 007
    Author:
    Elliott E. Drumright
    ,
    Charles W. Pfingsten
    ,
    Robert G. Lukas
    DOI: 10.1061/(ASCE)0733-9410(1996)122:7(598)
    Publisher: American Society of Civil Engineers
    Abstract: The case of a relatively uniform sand site in Chicago is presented. Standard penetration test (SPT) values from samples driven using a drilling rig equipped with an automatic hammer were consistently lower than those from samples driven using a safety hammer. This is due to the higher efficiency of the automatic hammer, which results in greater energy delivered per blow. When averaged at each depth, the results indicated that SPT values using an automatic sampling hammer were approximately 75% of those recorded using the older-style safety hammer. The trend was consistent throughout the sand profile. This agrees with previously published relationships that indicate SPT results using automatic hammers can be expected to be approximately two-thirds of those recorded using safety hammers.
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      Influence of Hammer Type on SPT Results

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    https://yetl.yabesh.ir/yetl1/handle/yetl/21905
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    contributor authorElliott E. Drumright
    contributor authorCharles W. Pfingsten
    contributor authorRobert G. Lukas
    date accessioned2017-05-08T20:38:09Z
    date available2017-05-08T20:38:09Z
    date copyrightJuly 1996
    date issued1996
    identifier other%28asce%290733-9410%281996%29122%3A7%28598%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21905
    description abstractThe case of a relatively uniform sand site in Chicago is presented. Standard penetration test (SPT) values from samples driven using a drilling rig equipped with an automatic hammer were consistently lower than those from samples driven using a safety hammer. This is due to the higher efficiency of the automatic hammer, which results in greater energy delivered per blow. When averaged at each depth, the results indicated that SPT values using an automatic sampling hammer were approximately 75% of those recorded using the older-style safety hammer. The trend was consistent throughout the sand profile. This agrees with previously published relationships that indicate SPT results using automatic hammers can be expected to be approximately two-thirds of those recorded using safety hammers.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Hammer Type on SPT Results
    typeJournal Paper
    journal volume122
    journal issue7
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1996)122:7(598)
    treeJournal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 007
    contenttypeFulltext
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