Evaluation of the Vulnerability of Bridge Foundations to Scour

세굴로 인한 교량기초의 위험도 평가

  • Kwak, Ki-Seok (Geotechnical Engineering Research Department, Korea Institute of Construction Technology) ;
  • Park, Jae-Hyun (Geotechnical Engineering Research Department, Korea Institute of Construction Technology) ;
  • Lee, Ju-Hyung (Geotechnical Engineering Research Department, Korea Institute of Construction Technology) ;
  • Chung, Moon-Kyung (Geotechnical Engineering Research Department, Korea Institute of Construction Technology) ;
  • Kim, Jong-Cheon (Road Environment Division, Ministry of Construction and Technology)
  • 곽기석 (한국건설기술연구원 지반연구부) ;
  • 박재현 (한국건설기술연구원 지반연구부) ;
  • 이주형 (한국건설기술연구원 지반연구부) ;
  • 정문경 (한국건설기술연구원 지반연구부) ;
  • 김종천 (건설교통부 도로환경과)
  • Published : 2005.03.25

Abstract

A methodology is developed to evaluate the vulnerability of bridge piers to scour and to help establish effective disaster measures, taking into account the locality and scour characteristics in Korea. Based on the bearing capacity of bridge foundation-ground integrating system changed by scour, this methodology is able to prioritize bridge foundations reflecting on the geotechnical factors as well as hydraulic ones. The bridge foundation vulnerability to scour is categorized into 7 groups considering the concise information of the bridge foundation-ground integrating system. A case study of implementing this method which includes the analysis of the scour depth and evaluation, and categorizing the scour vulnerability of bridge foundation is presented.

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