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RISSIn this study, 25 bridges which material-age was from 10 years to 30 years in Chonnam province were examined for neutralization test in order to obtain durability by examining neutralization. The mechanism of carbonation and influencing factors to the...
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RISS 인기검색어
https://www.riss.kr/link?id=A45012911
- 저자
- 발행기관
- 학술지명
- 권호사항
-
발행연도
2001
-
작성언어
Korean
-
KDC
104.000
-
자료형태
학술저널
-
수록면
365-380(16쪽)
- 제공처
-
0
상세조회 -
0
다운로드
부가정보
다국어 초록 (Multilingual Abstract)
In this study, 25 bridges which material-age was from 10 years to 30 years in Chonnam province were examined for neutralization test in order to obtain durability by examining neutralization. The mechanism of carbonation and influencing factors to the carbonation by considering the depth and the speed of carbonation are compared with data measured from field tests.
Based on the analysis and comparison, the range of carbonation speed coefficient is proposed and the relationship between carbonation depth and remaining lifetime is predicted.
This study aims to provide the reference data, which will calculate lifetime of Reinforced concrete bridge and utilization of carbonation factors.
Based on the analysis and comparison, the range of carbonation speed coefficient is proposed and the relationship between carbonation depth and remaining lifetime is predicted.
This study aims to provide the reference data, which will calculate lifetime of Reinforced concrete bridge and utilization of carbonation factors.
In this study, 25 bridges which material-age was from 10 years to 30 years in Chonnam province were examined for neutralization test in order to obtain durability by examining neutralization. The mechanism of carbonation and influencing factors to the carbonation by considering the depth and the speed of carbonation are compared with data measured from field tests.
Based on the analysis and comparison, the range of carbonation speed coefficient is proposed and the relationship between carbonation depth and remaining lifetime is predicted.
This study aims to provide the reference data, which will calculate lifetime of Reinforced concrete bridge and utilization of carbonation factors.
목차 (Table of Contents)
- Ⅰ. 서론
- Ⅱ. 콘크리트 중성화 원인과 영향
- 1. 콘크리트 중성화의 메카니즘
- 2. 콘크리트 중성화에 영향을 미치는 요인
- Ⅲ. 조사대상 현황과 중성화 속도
- Ⅰ. 서론
- Ⅱ. 콘크리트 중성화 원인과 영향
- 1. 콘크리트 중성화의 메카니즘
- 2. 콘크리트 중성화에 영향을 미치는 요인
- Ⅲ. 조사대상 현황과 중성화 속도
- 1. 조사대상 교량 현황
- 2. 중성화 속도 산정
- Ⅳ. 중성화에 따른 수명예측
- 1.√t법에 의한 중성화수명 산정
- 2. 중성화수명의 회귀식 도출
- Ⅴ. 결론
- 참고문헌
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