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Numerical Simulation on Seepage and Seismic Behaviors of Poorly-Compacted Raised Reservoir Levee

다짐시공이 불량한 증고 저수지 제체의 침투 및 동적거동 해석

  • Lee, Chung-Won (National Civil Defense and Disaster Management Training Institute, Ministry of Public Safety and Security) ;
  • Park, Sung-Yong (Institute for Advanced Construction Materials, Kangwon National University) ;
  • Oh, Hyeon-Mun (Department of Regional Infrastructure Engineering, Kangwon National University) ;
  • Kim, Yong-Seong (Department of Regional Infrastructure Engineering, Kangwon National University)
  • Received : 2015.06.16
  • Accepted : 2015.07.14
  • Published : 2015.07.30

Abstract

It is urgent to redevelop the superannuated reservoir levee through the levee raising for countermeasure to climate change and improvement of storage capacity of reservoir. However, low compaction degree of the raised reservoir levee owing to poor construction condition leads to degradation of the stability of the reservoir levee on seepage and earthquake. In this study, seepage and seismic behavior of raised reservoir levee with low compaction degree was evaluated through numerical simulation. From the simulated results, water level raising possibly induces crack and/or sinkhole on the surface of the poorly-compacted raised reservoir levee owing to the increase of the subsidences at the crown and the front side of that. In addition, relatively larger displacement and acceleration response at the front side of raised reservoir levee in seismic condition may degrade overall stability of reservoir levee. Therefore, reasonable construction management for the compaction of the raised reservoir levee is required for ensuring long-term stability on seepage and earthquake.

Keywords

References

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