Analysis of Settlement and Stress Characteristics about Influence of Track Parameters on Railroad Roadbed by using GEOTRACK

GEOTRACK을 이용한 궤도변수에 따른 침하 및 응력 특성 분석

  • 신은철 (인천대학교, 토목환경시스템공학과) ;
  • 이한진 (한양건설) ;
  • 강정구 (인천대학교 토목환경시스템공학과) ;
  • 양희생 (인천대학교 토목환경시스템공학과)
  • Published : 2007.05.17

Abstract

Railroad track consists of relatively simple structures such as rail, sleeper, ballast. Roadbed shares vertical pressure by train load which passed through rail to ballast as base that supports the track. For evaluating stress and displacement of roadbed due to the railroad load is an important role on the track as a basic data for estimation of the durability and design of the roadbed thickness. GEOTRACK program applied multi-layered theory was developed for analyzing railroad track structure. GEOTRACK program is a sort of numerical analysis program which has advantage that can analysis component of track by simple method. In this study, this program was used to preform the numerical analysis by changing track conditions and roadbed conditions such as tie, reinforced roadbed, dynamic wheel load, Resilient modulus and so on. Further detail will be presented on the paper.

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