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안전율에 기반한 철도교대 뒤채움재 내부마찰각 영향에 따른 철근량 변화

Reinforcement of Varying Backfill Friction Angle on Railway Bridge Abutment Based on The Safety Factor

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한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

It analyzed the construction cost of reinforcement in the railway bridge abutment, changing friction angle which is important factor in the railway bridge abutment design. In this study, As the friction angle was increasing, the member force that acts on bridge abutment footing decreases. The standard of main reinforcement size used in railway bridge decreased by depending on friction angle. 1. 서

저자
  • 유충현(서울과학기술대학교 철도건설공학과, 박사과정) | Yoo, Chung Hyun
  • 양상범(성균관대학교 건선환경시스템공학과, 석사과정) | Yang, Sang Beom
  • 최찬용(한국철도기술연구원 선임연구원, 공학박사) | Choi, Chan Yong 교신저자