한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2010년도 춘계 학술발표회
- /
- Pages.856-861
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- 2010
원심모형시험기를 활용한 통관기초형식에 대한 제방의 안전성 검토
Stability evaluation of levee to foundation type of drainage construction in Using Geo-centrifuge
-
임은상
(한국수자원공사 K-water연구원)
;
-
신동훈
(한국수자원공사 K-water연구원)
;
- 김재홍 (한국수자원공사 K-water연구원) ;
-
조성은
(한국수자원공사 K-water연구원)
-
Im, Eun-Sang
(Korea Institute of Water and Environment)
;
-
Snin, Dong-Hoon
(Korea Institute of Water and Environment)
;
- Kim, Jea-Hong (Korea Institute of Water and Environment) ;
-
Cho, Sung-Eun
(Korea Institute of Water and Environment)
- 발행 : 2010.03.25
초록
In recent days, the safety of the levee has been an issue because the levee has become bigger according to the Four-river Restoration Project and so on. The greater part of the levee damage has occurred in the interface between soils and the structures. Specially, the drainage construction crosses the levee keeps its settlement down in order to secure a grade of drainage. However, when the settlement isn't generated by using foundation such as pile, the levee is more likely to have leakage at the interface because the construction doesn't behave with soils. In our study, therefor, testing of the behavior of the levee having the drainage construction was carried out to clarify the effects of the foundation type of drainage construction.