Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2006.10a
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- Pages.23-34
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- 2006
The Lower Part Landsliding of Embankment Dam According to a Heavy Rainfall and the Reinforced Design for Their Protection
필(흙)댐체의 하부 성토법면의 붕괴에 따른 안정성 확보에 대하여
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Hwang, Seong-Chun
(Dept. of Civil Engineering, Kyongju University)
;
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Oh, Byung-Hyun
(Korea Institute of Water & Environment, Korea Water Ressources Corporation)
- Published : 2006.10.27
Abstract
In a oo dam at oo city of Gyeongbuk, severe damages have been occurred on lower part of dam due to heavy rainfall for several years. This caused significant impediment for maintaining its original function. This is considered as an excellent case for overall improvement of stability of dam system through successful investigation and construction work. This paper present comprehensive specifications that are generalized and used for securing stability of dams by quoting this example.
Keywords
- Sliding of dam Embankment;
- Reinforcement method of dam;
- Grouting of dam;
- Stability analysis;
- Ground investigation