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
- 2012.9
- 수록면
- 250 - 253 (4page)
이용수
초록· 키워드
오류제보하기
A sewage treatment plant consisting of undreground structures has been constructed near river for discharging the treated water. Slope stability problem, associated with the water level of river near the site, occurs since deep excavation works are needed during onstruction. The water level of river changes during construction, increasing and eventually influencing the water level of open cut slope and its stability during rainy season. In this paper, stability of slope is analyzed on the basis of reliability analysis using the probability distribution of ground water level influenced by the water level of river near the site. Flood water level of river was estimated by the probability method of Gumbel distribution. Probability distribution of ground water level during period of excavation work was also analyzed. Stability of open-cut slope was analyzed by using the Bishop method with the software of Slope/W and consequently safety factor as the deterministic analysis, probability failure and reliability index as the reliability analysis were obtained.
목차
SYNOPSIS
1. 서론
2. 홍수위 산정
3. 홍수위 확률분석을 반영한 개착비탈면 안정성 검토
4. 결론
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UCI(KEPA) : I410-ECN-0101-2014-532-001396081