지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2012.4
- 수록면
- 73 - 78 (6page)
이용수
이 논문의 연구 히스토리 (4)
2016
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초록· 키워드
오류제보하기
Generally, the reinforced earth retaining wall can tolerate much larger settlements than conventional RC walls. The type of facing influences settlement tolerances. In general, concrete-faced reinforced earth structures using discrete articulating panels can accommodate maximum longitudinal differential settlements of about 1/100. Walls with drycast modular block facing should be limited to settlements of 1/200. For walls with relatively flexible facings, the limiting differential settlement may be larger than 1/50.
For wrapped faced walls, the facing ?whether geotextile, geogrid, or wire mesh ?can be attached drycast modular block or prefabricated facing panels after construction of the wall. This multi-staging facing approach adds cost but is advantageous where significant settlement is anticipated.
In this case study, an example of reinforced earth wall constructed on soft ground using staged construction method is shown.
For wrapped faced walls, the facing ?whether geotextile, geogrid, or wire mesh ?can be attached drycast modular block or prefabricated facing panels after construction of the wall. This multi-staging facing approach adds cost but is advantageous where significant settlement is anticipated.
In this case study, an example of reinforced earth wall constructed on soft ground using staged construction method is shown.
목차
SYNOPSIS
1. 서론
2. 적용사례
3. 맺음말
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