Development of seismic CPT for evaluating in-flight soil properties in centrifuge model test

Cited 1 time in webofscience Cited 0 time in scopus
  • Hit : 322
  • Download : 0
DC FieldValueLanguage
dc.contributor.authorLee, MoonGyoko
dc.contributor.authorCho, Hyung Ikko
dc.contributor.authorKim, Jae-Hyunko
dc.contributor.authorPark, HeonJoonko
dc.contributor.authorKim, Dong-Sooko
dc.date.accessioned2018-03-23T00:18:02Z-
dc.date.available2018-03-23T00:18:02Z-
dc.date.created2017-06-23-
dc.date.created2017-06-23-
dc.date.issued2018-02-
dc.identifier.citationKSCE JOURNAL OF CIVIL ENGINEERING, v.22, no.2, pp.544 - 554-
dc.identifier.issn1226-7988-
dc.identifier.urihttp://hdl.handle.net/10203/240980-
dc.description.abstractWhile performing centrifuge test, it is necessary to carry out in-flight soil characterization in order to fully characterize the soil. A Seismic Cone Penetration Testing (SCPT) system was developed for quantitative evaluation of soil strength and stiffness variation with depth by measuring the cone penetration resistance (qc) and the shear wave velocity (Vs). In order to verify the applicability of the developed system, a centrifuge model test using silica sand was performed. This paper presents the testing procedure, typical signals from seismic cone and data analysis method. The refracted ray path method was used for the SCPT data interpretation because the first arrival travel time is determined by a shear wave propagating along a downward curved ray path rather than a straight path due to the effect of increasing vertical stress. The Vs profile with depth is verified through comparison with bender element test results. The results show that the SCPT system used during the centrifuge testing is an appropriate technique for measuring the in-flight soil properties.-
dc.languageEnglish-
dc.publisherKOREAN SOCIETY OF CIVIL ENGINEERS-KSCE-
dc.subjectGEOTECHNICAL CENTRIFUGE-
dc.subjectSAND-
dc.titleDevelopment of seismic CPT for evaluating in-flight soil properties in centrifuge model test-
dc.typeArticle-
dc.identifier.wosid000426062400017-
dc.identifier.scopusid2-s2.0-85018268319-
dc.type.rimsART-
dc.citation.volume22-
dc.citation.issue2-
dc.citation.beginningpage544-
dc.citation.endingpage554-
dc.citation.publicationnameKSCE JOURNAL OF CIVIL ENGINEERING-
dc.identifier.doi10.1007/s12205-017-1000-4-
dc.contributor.localauthorKim, Dong-Soo-
dc.description.isOpenAccessN-
dc.type.journalArticleArticle-
dc.subject.keywordAuthorcentrifuge modeling-
dc.subject.keywordAuthorshear wave velocity-
dc.subject.keywordAuthorseismic cone penetration test-
dc.subject.keywordAuthorbender element test-
dc.subject.keywordAuthorin-flight soil properties-
dc.subject.keywordPlusGEOTECHNICAL CENTRIFUGE-
dc.subject.keywordPlusSAND-
Appears in Collection
CE-Journal Papers(저널논문)
Files in This Item
There are no files associated with this item.
This item is cited by other documents in WoS
⊙ Detail Information in WoSⓡ Click to see webofscience_button
⊙ Cited 1 items in WoS Click to see citing articles in records_button

qr_code

  • mendeley

    citeulike


rss_1.0 rss_2.0 atom_1.0