Evaluation of Dynamic Stability for Precast and Prestressed Wall reinforced by Steel Pipe

강봉으로 보강된 프리캐스트 프리스트레스 옹벽의 동적 안정성 평가

  • 이일화 (한국철도기술연구원 궤도토목연구본부) ;
  • 이수형 (한국철도기술연구원 궤도토목연구본부) ;
  • 최찬용 (한국철도기술연구원 궤도토목연구본부) ;
  • 금창준 ((주)서현컨스텍)
  • Published : 2006.11.09

Abstract

The advantages of precast production are fast construction, reduction of labor and insurance of good quality. In recently, the application of the precast production is increased in the earth retaining wall field. This paper presents the results of the numerical modelling that was carried out to evaluate the stability of precast and prestressed earth retaining wall under dynamic train loading. The two-dimensional explicit dynamic finite element method (ABAQUS) was used to carry out the numerical analyses. The train loading to act track is calculated by using the real measured phase angle data. Mainly, the displacement and acceleration of wall structure in time domain analyzed to evaluate the stability under the dynamic train load.

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