Engineering Characteristics of Filling Materials using Lightweight Foamed Concrete

경량콘크리트를 사용한 충전용 재료의 공학적 특성

  • 도종남 (한양대학교 대학원 토목공학과) ;
  • 강형남 (한양대학교 대학원 토목공학과) ;
  • 서두원 (한양대학교 대학원 토목공학과) ;
  • 천병식 (한양대학교 공과대학 토목공학과)
  • Published : 2009.09.25

Abstract

In this study, the base mixing ratio was determinated to estimate the optimal mixing ratio of material with a change of mixing ratio of micro cement, sand, foaming agent, plasticizer by testing the unconfined compressive strength test. The unconfined compressive strength test was performed to grasp a engineering characteristics of with a change of micro cement, bubble. The results of test, the unconfined compressive strength increased with a micro cement's increase and bubble's decrease. In the future, it will be secured that is reliable datas from laboratory of various condition and in-situ tests to develop optimal lightweight foamed concrete.

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