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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국지반공학회 International Journal of Geo-Engineering International Journal of Geo-Engineering 제4권 제1호
- 발행연도
- 2012.3
- 수록면
- 35 - 42 (8page)
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초록· 키워드
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In this study, experimental model tests were performed to investigate the seepage characteristics in a finite soil slope during the rainfall using a manufactured rainfall simulator. On the basis of the results, it has been analyzed how the seepage characteristics are changed due to the duration time of rainfall. It can be found that the pore-water pressure gradually increases as the duration time of rainfall increases. Specifically, at the beginning of rainfall, the pore-water pressure in the middle surface of the slope is larger than any other points. As increasing the duration time of rainfall, the pore-water pressure at the inner part of slope is greatly increased at the collapse due to the infiltrated rainwater within the slope.
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UCI(KEPA) : I410-ECN-0101-2020-531-000198605