논문 상세보기
pp.21-29
PURPOSES: The purpose of this study is to suggest a specific investigation guideline to decide priority of repairing old concrete pavements that pile up substantially.
METHODS : In this study, a principle of division of homogeneous sections was proposed to reflect the characteristics of the pavement reasonably in the specific investigation results. In addition, a checklist and guideline of field investigation were suggested for the old concrete pavement sections, which require inspection toward their durability and structural performance. Furthermore, the items of laboratory test necessary to the old concrete pavement were suggested based on the existing laboratory test considering characteristics of the old concrete pavement. The present condition of the old concrete pavement could be analyzed by the test results.
RESULTS: A method of division of homogeneous sections suitable for the specific investigation of the old concrete pavement was suggested. The proportions of distress severity of pavement sections were compared by distress type to figure out the present state of the old concrete pavement. Scaling, durability cracking (or alkali-silica reaction), and longitudinal spalling were selected as the most severe distress types. The detailed positions of the sections were also suggested. The checklist of the specific investigation was categorized by field survey and laboratory test, and its evaluation criteria were proposed. The three types of the sections of durability cracking (or alkali-silica reaction), bridge connection, and asphalt overlay were selected as the sections of the field survey. The compressive strength, void structure, and chloride penetration depth were suggested as the items of the laboratory test.
CONCLUSIONS : A fundamental level of the guideline was suggested in this study to resolve the problem of old concrete pavement. Appropriate guidelines related to the repair of the old concrete pavement should be provided by performing additional research efforts.
2. 상세조사 대상선정
2.1. 동질성 구간의 분할
2.2. 포장조사 항목과 대상위치 선정
3. 노후 콘크리트 포장 육안조사
3.1. 코어링 위치 선정
3.2. 내구성 균열(또는 ASR) 발생 구간
3.3. 교량 접속부 구간
3.4. 아스팔트 덧씌우기 구간
4. 노후 콘크리트 포장 실내시험
4.1. 압축강도 측정
4.2. 공극구조 분석
4.3. 염화물 침투 깊이 측정
5. 결론
REFERENCES
