Detailed Information

Cited 0 time in webofscience Cited 0 time in scopus
Metadata Downloads

Real-time monitoring of SPT donut hammer motion and SPT energy transfer ratio using digital line-scan camera and pile driving analyzer

Full metadata record
DC Field Value Language
dc.contributor.authorLee, Changho-
dc.contributor.authorAn, Shinwhan-
dc.contributor.authorLee, Woojin-
dc.date.accessioned2021-09-05T02:18:30Z-
dc.date.available2021-09-05T02:18:30Z-
dc.date.created2021-06-15-
dc.date.issued2014-12-
dc.identifier.issn1861-1125-
dc.identifier.urihttps://scholar.korea.ac.kr/handle/2021.sw.korea/96556-
dc.description.abstractIn order to investigate the effect of standard penetration test (SPT) hammer impact on the energy transfer ratio (ETR) and sampler penetration, the behavior of hammer and anvil is monitored by using a high-speed digital line-scan camera and the stress wave is measured by using a pile driving analyzer during SPTs. By analyzing the motions of the hammer and anvil, which are digitized using the image processing algorithm, two types of secondary impact are observed to exist. Type-I secondary impact is caused by the rapid downward anvil movement at time t(1) + 2L/c and the re-contact of the following hammer on the rebounding anvil. Type-I secondary impact is dominant for N value smaller than 25 and it contributes to the ETR and additional sampler penetration. The time elapsed to type-I secondary impact decreases as N value increases. Type-II secondary impact is induced by the restrike of the pushed-up hammer on the resting anvil. Type-II secondary impact is dominant for N value greater than 50 and it has no influence on the ETR and the sampler penetration. The time elapsed to type-II secondary impact increases with the increase in N value.-
dc.languageEnglish-
dc.language.isoen-
dc.publisherSPRINGER HEIDELBERG-
dc.subjectLIQUEFACTION RESISTANCE-
dc.titleReal-time monitoring of SPT donut hammer motion and SPT energy transfer ratio using digital line-scan camera and pile driving analyzer-
dc.typeArticle-
dc.contributor.affiliatedAuthorLee, Woojin-
dc.identifier.doi10.1007/s11440-012-0197-0-
dc.identifier.scopusid2-s2.0-84873511349-
dc.identifier.wosid000344754300003-
dc.identifier.bibliographicCitationACTA GEOTECHNICA, v.9, no.6, pp.959 - 968-
dc.relation.isPartOfACTA GEOTECHNICA-
dc.citation.titleACTA GEOTECHNICA-
dc.citation.volume9-
dc.citation.number6-
dc.citation.startPage959-
dc.citation.endPage968-
dc.type.rimsART-
dc.type.docTypeArticle-
dc.description.journalClass1-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalWebOfScienceCategoryEngineering, Geological-
dc.subject.keywordPlusLIQUEFACTION RESISTANCE-
dc.subject.keywordAuthorDigital line-scan camera-
dc.subject.keywordAuthorEnergy transfer ratio-
dc.subject.keywordAuthorHammer-anvil motion-
dc.subject.keywordAuthorSecondary impact-
dc.subject.keywordAuthorStandard penetration test (SPT)-
Files in This Item
There are no files associated with this item.
Appears in
Collections
College of Engineering > School of Civil, Environmental and Architectural Engineering > 1. Journal Articles

qrcode

Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.

Related Researcher

Researcher LEE, Woo jin photo

LEE, Woo jin
공과대학 (건축사회환경공학부)
Read more

Altmetrics

Total Views & Downloads

BROWSE