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dc.contributor.author김수삼-
dc.date.accessioned2019-07-24T05:18:52Z-
dc.date.available2019-07-24T05:18:52Z-
dc.date.issued2006-05-
dc.identifier.citation2006 한국지반공학회 춘계 학술대회, Page. 1295-1302en_US
dc.identifier.urihttp://kiss.kstudy.com/thesis/thesis-view.asp?key=3336038-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/107772-
dc.description.abstractControlled low-strength material(CLSM) which is easily excavated and also known as flowable material, is commonly used as a backfill in utility trenches and other applications. In this study, a rapid-setting flowable material a kind of CLSM made with a field soil were evaluated by an experimental study. The properties ordinarily desired from the mix are: (a) flow under gravity; (b) hardening for early workability(after 4 hours)and cover; and (c) ultimate strength low enough to allow ready excavation. Fluidity of fresh material is evaluated using a simple spread test. Hardening is measured by a mortar penetrometer, and these values are correlated with unconfined compressive strength. It is desirable to keep the ultimate strength to less than $5.6kg/cm^2$ somewhat less target strength is selected for the 28-day value.en_US
dc.language.isoko_KRen_US
dc.publisher한국지반공학회en_US
dc.subjectRapid-settingen_US
dc.subjectControlled Low-strengthen_US
dc.subjectFluidityen_US
dc.subjectW/C-Ratioen_US
dc.title급결성 유동화처리토의 특성에 관한 실험적 연구en_US
dc.title.alternativeA experimented study on Rapid-Setting Flowable Materialen_US
dc.typeArticleen_US
dc.contributor.googleauthor이상일-
dc.contributor.googleauthor조대호-
dc.contributor.googleauthor한상재-
dc.contributor.googleauthor김수삼-
dc.sector.campusE-
dc.sector.daehakCOLLEGE OF ENGINEERING SCIENCES[E]-
dc.sector.departmentDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING-
dc.identifier.pidkimss-
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COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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