Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2008.03a
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- Pages.697-703
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- 2008
Effect analysis by time passage after Repair & Reinforcement of Fill Dams
필댐 보수보강후 시간경과에 따른 효과 분석
- Kim, Jae-Hong (Kwater Dam research center) ;
- Oh, Byung-Hyun (Kwater Dam research center) ;
- Im, En-sang (Kwater Dam research center) ;
- Hong, Won-Pho (Dept. of Civil Engineering, Chung-Ang University)
- Published : 2008.03.28
Abstract
Excessive water leakage phenomenon happens through damage of nation core zone of about 17,000 storage of water facilities or collapse of dam is worried, is being damaged or enforce dilapidated fill dam core zone's repair reinforcement. Example that use grouting method of construction considering construction and economic performance etc. recently by repair reinforcement way about defect of dam is increased. Permeation grouting method repair & reinforcement of fill dam countermeasure is preferred in nation. Do that is economical to decide these repair reinforcement effect and grouting effect estimation method that do not give damage to dam is effective. Therefore, observing electricity resistivity Survey change of dam since grouting reinforcement using Electric resistivity Survey inquiry of seismic survey method in this research, Wished to verify grouting effect whether is possible as Electric resistivity Survey, and study whether integrity of dam through repair reinforcement defined.