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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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