Centrifuge Simulation of Wave Propagation and Isolation Method

환경진동의 지반내 전파특성과 차단에 관한 원심모형실험

  • Lee, Kang-Il (Dept. of Civil Engineering, Daejin University) ;
  • Kusakabe, O. (Department of Civil Engineering, Tokyo Institute of Technology) ;
  • Kim, Chan-Kee (Dept. of Civil Engineering, Daejin University) ;
  • Kim, Tae-Hoon (Dept. of Civil Eng. Choonam National University) ;
  • Sul, Jin-Sung (Ezi Engineering Consultants Co., LTD)
  • Published : 2004.03.25

Abstract

There are a number of ways to reduce the ground vibrations, one of which is by installing underground walls. Model tests for ground vibration have been conducted in recent years, but limited attention has been paid to underground wall which can reduce high vibrations. Up to date, only barriers have been actually installed in dry sand because of many unknown factors subsisting on the behavior of the ground. The characteristics of vibration sources, ground conditions and wall barriers have not been well understood yet, therefore centrifugal modeling was adopted to examine all these characteristics. This paper describes a ball dropping system, which can generate a pulse wave propagation through soil mass, and the test results show the effectiveness of underground wall barrier in reducing mechanical vibration.

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