Journal of the Korean Geotechnical Society (한국지반공학회논문집)

Korean Geotechnical Society (한국지반공학회)
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Evaluation of the Stability of Quay Wall under the Earthquake and Tsunami

지진 및 지진해일파 작용하의 해안안벽의 안정성평가

  • 이광호 (나고야대학 대학원 공학연구과 사회기반공학) ;
  • 하선욱 (한국해양대학교 토목환경공학과) ;
  • 이귀섭 (한국해양대학교 토목환경공학과) ;
  • 김도섭 (한국해양대학교 토목공학과) ;
  • 김태형 (한국해양대학교 토목공학과)
  • Received : 2010.08.02
  • Accepted : 2011.02.24
  • Published : 2011.03.31
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Abstract

The present study analyzes the stability of waterfront quay wall under the combined action of earthquake and tsunami. Adopting the limit equilibrium method, the stability of waterfront quay wall is checked for both the sliding and overturning. Forces due to tsunami are compared with the proposed formula and the 3-D one-field Model for immiscible TWO-Phase flows (TWOPM-3D). Variations of the stability of wall are also proposed by the parametric study including tsunami water height, horizontal seismic acceleration coefficient, internal friction angle of soil, friction angle between the wall and the soil and the pore water pressure ratio. The present study about the stability of wall is also compared with the case when earthquake and tsunami are not considered. As a result, the result of numerical analysis about the tsunami force is similar to that of proposed formula. When earthquake and tsunami are simultaneously considered, the stability of wall in passive case significantly decreases and tsunami forces in active case are affected as a resistance force on the wall and so the stability of wall increases.

해안안벽에 작용하는 지진과 지진해일파의 영향에 대하여 한계평형상태해석법을 적용하여 해안안벽의 활동 및 전도에 대한 안정성평가를 실시하였다. 또한, 지진해일파력에 대하여 기존의 기존식과 3차원혼상류해석법으로부터 추정된 지진해일파력을 적용하여 해안안벽의 안정성평가를 비교 분석하였다. 또한, 지진해일파고, 수직지진가속도계수, 흙의 내부마찰각, 벽면마찰각, 간극수압비 등의 변화에 따른 해안안벽의 안전율변화를 제시하였고, 해안안벽의 안정성에 대하여 지진과 지진해일파를 고려하지 않은 경우와도 비교하였다. 이로부터 지진해일파력에 대한 수치해석 결과는 기존식을 적용한 결과와 유사한 것으로 나타났으며, 지진과 지진해일파가 동시에 작용하는 경우 수동상태에서 해안안벽의 안정성은 현저히 감소하고 있으며, 주동상태에서 지진해일파는 저항력으로 작용하여 해안안벽의 안정성을 증가시키는 것으로 나타났다.

Keywords

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