TORSIONAL MOTION MONITORING-SYSTEM FOR SMALL-STRAIN (10(-5) TO 10(-3) PERCENT) SOIL TESTING

Cited 29 time in webofscience Cited 0 time in scopus
  • Hit : 471
  • Download : 0
DC FieldValueLanguage
dc.contributor.authorKim, Dong-Sooko
dc.contributor.authorSTOKOE, KHko
dc.date.accessioned2013-02-25T22:10:48Z-
dc.date.available2013-02-25T22:10:48Z-
dc.date.created2012-02-06-
dc.date.created2012-02-06-
dc.date.created2012-02-06-
dc.date.issued1994-03-
dc.identifier.citationGEOTECHNICAL TESTING JOURNAL, v.17, no.1, pp.17 - 26-
dc.identifier.issn0149-6115-
dc.identifier.urihttp://hdl.handle.net/10203/65663-
dc.description.abstractFor accurate measurements of stress-strain hysteresis loops at strains below 10(-3)%, a torsional motion monitoring system was modified to incorporate micro-proximitors. A micro-proximitor system with enlarged target arms resulted in about 50 times higher resolution in motion monitoring than previously possible. The four proximitor signals (instead of two) were measured, compared, and averaged to insure that pure torsion of the system was generated and that any bending did not-enter the measurement. Ambient noise was controlled by using a low-pass filter and/or a vibration isolation table. With this new system, shear modulus was measured at strains as low as 2 . 10(-5)%, and hysteretic damping was measured at strains as low as 6 . 10(-5)%. Below the elastic threshold strain, shear modulus of dry sand measured in the cyclic torsional shear test is independent of strain amplitude. Hysteretic damping exists below the elastic threshold and is independent of strain amplitude, even though the value is quite small.-
dc.languageEnglish-
dc.publisherAMER SOC TESTING MATERIALS-
dc.titleTORSIONAL MOTION MONITORING-SYSTEM FOR SMALL-STRAIN (10(-5) TO 10(-3) PERCENT) SOIL TESTING-
dc.typeArticle-
dc.identifier.wosidA1994NP21400002-
dc.type.rimsART-
dc.citation.volume17-
dc.citation.issue1-
dc.citation.beginningpage17-
dc.citation.endingpage26-
dc.citation.publicationnameGEOTECHNICAL TESTING JOURNAL-
dc.contributor.localauthorKim, Dong-Soo-
dc.contributor.nonIdAuthorSTOKOE, KH-
dc.type.journalArticleArticle-
dc.subject.keywordAuthorTORSIONAL SHEAR TEST-
dc.subject.keywordAuthorRESONANT COLUMN TEST-
dc.subject.keywordAuthorSHEAR MODULUS-
dc.subject.keywordAuthorHYSTERETIC DAMPING-
dc.subject.keywordAuthorSMALL STRAINS-
dc.subject.keywordAuthorHYSTERESIS LOOPS-
dc.subject.keywordAuthorDRY SAND-
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 29 items in WoS Click to see citing articles in records_button

qr_code

  • mendeley

    citeulike


rss_1.0 rss_2.0 atom_1.0