확인코어공이 현장타설말뚝의 선단지지력에 미치는 영향

DC Field Value Language
dc.contributor.author 윤희정 -
dc.contributor.author Fulvio Tonon -
dc.date.accessioned 2020-07-16T20:50:32Z -
dc.date.available 2020-07-16T20:50:32Z -
dc.date.created 2020-02-11 -
dc.date.issued 2010-03-26 -
dc.identifier.uri https://sciwatch.kiost.ac.kr/handle/2020.kiost/29048 -
dc.description.abstract In this study, numerical simulations were carried out to investigate the effect of verification core hole on the shaft tip capacity. The verification core extreted at shaft tip may deteriorate the shaft tip capacity when the clay shales (Taylor Marl) surrounding the shaft degrades and the empty core hole remains unfilled. Series of finite element analyses were conducted using Mohr-Coulomb model with total stress material parameters that were obtained from laboratory testing. The numerical analyses indicate that the shaft tip capacity does not decrease for most cases, and the maximum reduction does not exceed 5%. -
dc.description.uri 2 -
dc.language Korean -
dc.publisher 한국지반공학회 -
dc.relation.isPartOf 한국지반공학회 봄학술발표회 -
dc.title 확인코어공이 현장타설말뚝의 선단지지력에 미치는 영향 -
dc.title.alternative Effect of verification core hole on tip capacity -
dc.type Conference -
dc.citation.conferencePlace KO -
dc.citation.title 한국지반공학회 봄학술발표회 -
dc.contributor.alternativeName 윤희정 -
dc.identifier.bibliographicCitation 한국지반공학회 봄학술발표회 -
dc.description.journalClass 2 -
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