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
- 2013.9
- 수록면
- 235 - 238 (4page)
이용수
초록· 키워드
오류제보하기
Interpretation of the slope, each apply the rainfall duration time consequential probability rainfall intensity, that infiltration condition considering the penetration rate by the soil and the slope angle of the NRCS model. effusion were assumption to the effusion coefficient presented by the rational method.
In this study. analyze the saturation surface of hourly slope corresponding to permeation, using the SEEP/W a penetration analysis program. In cooperation with SLOPE/W at analysis contents of the SEEP/W, calculate the safety factor of the slope. For the conditions of the analysis, the effects of the parameters such as the ground-water level position, soil conditions, slope, unsaturated soil were analyzed.
In this study. analyze the saturation surface of hourly slope corresponding to permeation, using the SEEP/W a penetration analysis program. In cooperation with SLOPE/W at analysis contents of the SEEP/W, calculate the safety factor of the slope. For the conditions of the analysis, the effects of the parameters such as the ground-water level position, soil conditions, slope, unsaturated soil were analyzed.
목차
SYNOPSIS
1. 서론
2. 비탈면에서의 강우 침투 고려방안
3. 사면안정성 분석
4. 분석결과
5. 결론
References
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UCI(KEPA) : I410-ECN-0101-2014-530-002858793