A Study on Stability of Earthquake in Estuary Barrage through Shaking Table Test

실내 진동대 실험을 통한 하구둑 구조물의 내진 안정성에 관한 연구

  • Shin, Eun-Chul (Dept. of Civil & Environmental Engineering, Univ. of Incheon) ;
  • Kang, Hyoun-Hoi (Dept. of Civil & Environmental Engineering, Univ. of Incheon) ;
  • Ryu, Byung-Hyun (Dept. of Civil & Environmental Engineering, Univ. of Incheon)
  • 신은철 (인천대학교 도시환경공학부 건설환경공학과) ;
  • 강현회 (인천대학교 토목환경공학과) ;
  • 류병현 (인천대학교 토목환경공학과)
  • Published : 2010.09.09

Abstract

Shaking table tests were performed to reproduce the dynamic behavior of estuary barrage and its subbase soil which can be potentially damaged during earthquake loading. For understanding the vibration effect to the ground during earthquake, the model was formulated with 1/300 scale of prototype estuary barrage and subbase soil. Scott and Iai(1989) proposed the law of the similarity for similar experimental conditions. The laboratory model shaking table test was conducted under the vibration condition of simulated earthquake of 0.154g. The horizontal displacement on the structure was measured during the shaking table test. The pore water pressure was also monitored for the underground layers of soil. The field horizontal displacement and the pore water pressure can be predicted by using the results of the laboratory shaking table test.

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