메뉴 건너뛰기
.. 내서재 .. 알림
소속 기관/학교 인증
인증하면 논문, 학술자료 등을  무료로 열람할 수 있어요.
한국대학교, 누리자동차, 시립도서관 등 나의 기관을 확인해보세요
(국내 대학 90% 이상 구독 중)
로그인 회원가입 고객센터 ENG
주제분류

추천
검색

논문 기본 정보

자료유형
학술저널
저자정보
M. Harikaran (Muthayammal Engineering College) P. Kulanthaivel (Kongu Engineering College) A.R. Krishnaraja (Kongu Engineering College) P.C. Murugan (Kongu Engineering College)
저널정보
한양대학교 세라믹공정연구센터 Journal of Ceramic Processing Research Journal of Ceramic Processing Research 제24권 제2호
발행연도
2023.4
수록면
266 - 273 (8page)

이용수

표지
📌
연구주제
📖
연구배경
🔬
연구방법
🏆
연구결과
AI에게 요청하기
추천
검색

초록· 키워드

오류제보하기
A significant quantity of the world's volume of construction and demolition waste comes from the ceramic and constructionsectors. To reduce such waste, ceramic waste is used as one of the ingredients of concrete material in this study to improvethe engineering characteristics of the concrete. In this investigation, ceramic waste aggregate is used in place of natural coarseaggregate in proportions of 0%, 20%, 40%, 60%, 80% and 100%. Laboratory studies on Compressive strength, Split Tensilestrength, Flexural strength, and Shear strength were carried. The findings of experimental tests showed that adding ceramicwaste increased the compressive strength of CRWAC40's (Ceramic Waste Aggregate Concrete) as compared with CC(Conventional Concrete) and the values of compressive strengths being 37.75 MPa and 36.25 MPa respectively. CC andCRWAC40 have split tensile strengths of 3.15 MPa and 3.58 MPa respectively. In this case, the split tensile strength ofCRWAC40 is increased by 13% when compared to conventional concrete. Flexural and shear strengths of CC and CRWAC40are 5.32 MPa, 7.48 MPa and 5.72 MPa, 7.82 MPa respectively. Based on the laboratory test results, it has been concluded thatceramic waste aggregate could be used up to 40% in replacement of conventional coarse aggregate in concrete to improve itsengineering properties.

목차

등록된 정보가 없습니다.

참고문헌 (0)

참고문헌 신청

함께 읽어보면 좋을 논문

논문 유사도에 따라 DBpia 가 추천하는 논문입니다. 함께 보면 좋을 연관 논문을 확인해보세요!

이 논문의 저자 정보

최근 본 자료

전체보기

댓글(0)

0