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    Probabilistic Assessment of Standard Penetration Test Hammer Energy Efficiency and Rod Length Corrections

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 008::page 04023055-1
    Author:
    K. Onder Cetin
    ,
    M. Efekan Cevik
    ,
    Ahmed Al-Suhaily
    ,
    A. Anil Yunatci
    DOI: 10.1061/JGGEFK.GTENG-11136
    Publisher: ASCE
    Abstract: Despite the clearly stated procedures in current standards, and contrary to its name, nonstandard execution of the standard penetration test (SPT) has been common. The use of different equipment and procedures produces significantly different SPT blow counts. To minimize the effects of these differences, correction factors are applied. Two of these corrections factors, namely hammer energy efficiency ratio (CE) and rod length (CR) corrections, are the scope of this research study. With the intent of quantifying the effects of variabilities and reducing the uncertainties, SPT hammer efficiency measurements were compiled from available literature. Additionally, new hammer energy measurements were performed in the field, controlling the variables of the problem. The resulting database is used to probabilistically develop a set of new CE and CR recommendations. The recommended mean energy ratios for safety hammer and automatic hammers are estimated as 67%±11% and 78%±12%, respectively, which are higher than typically assumed values in engineering practice. The recommended rod length correction values at shallow depths, proven to be also a function of SPT blowcounts, N (SPT-N) values, are higher than typically used values. This suggests less pronounced rod length effects. Additionally, a modified procedure to assess the stress-wave energy at anvil and above the SPT sampler elevations is introduced.
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      Probabilistic Assessment of Standard Penetration Test Hammer Energy Efficiency and Rod Length Corrections

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4293554
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorK. Onder Cetin
    contributor authorM. Efekan Cevik
    contributor authorAhmed Al-Suhaily
    contributor authorA. Anil Yunatci
    date accessioned2023-11-27T23:25:56Z
    date available2023-11-27T23:25:56Z
    date issued5/25/2023 12:00:00 AM
    date issued2023-05-25
    identifier otherJGGEFK.GTENG-11136.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293554
    description abstractDespite the clearly stated procedures in current standards, and contrary to its name, nonstandard execution of the standard penetration test (SPT) has been common. The use of different equipment and procedures produces significantly different SPT blow counts. To minimize the effects of these differences, correction factors are applied. Two of these corrections factors, namely hammer energy efficiency ratio (CE) and rod length (CR) corrections, are the scope of this research study. With the intent of quantifying the effects of variabilities and reducing the uncertainties, SPT hammer efficiency measurements were compiled from available literature. Additionally, new hammer energy measurements were performed in the field, controlling the variables of the problem. The resulting database is used to probabilistically develop a set of new CE and CR recommendations. The recommended mean energy ratios for safety hammer and automatic hammers are estimated as 67%±11% and 78%±12%, respectively, which are higher than typically assumed values in engineering practice. The recommended rod length correction values at shallow depths, proven to be also a function of SPT blowcounts, N (SPT-N) values, are higher than typically used values. This suggests less pronounced rod length effects. Additionally, a modified procedure to assess the stress-wave energy at anvil and above the SPT sampler elevations is introduced.
    publisherASCE
    titleProbabilistic Assessment of Standard Penetration Test Hammer Energy Efficiency and Rod Length Corrections
    typeJournal Article
    journal volume149
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-11136
    journal fristpage04023055-1
    journal lastpage04023055-13
    page13
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 008
    contenttypeFulltext
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