A Case Study of Scour Vulnerability Evaluation for Shallow Foundations during Floods

홍수시 얕은기초의 세굴위험도 평가 사례연구

  • 박재현 (한국건설기술연구원 토질및기초연구실) ;
  • 이주형 (한국건설기술연구원 토질및기초연구실) ;
  • 정문경 (한국건설기술연구원 토질및기초연구실) ;
  • 곽기석 (한국건설기술연구원 토질및기초연구실)
  • Published : 2008.02.28

Abstract

Scour vulnerability evaluation for shallow foundations was performed to assure bridge safety against scour in the national capital region. The case studies for 26 shallow foundations consisted of site investigation including boring test, bridge scour analysis for the design flood, bearing capacity evaluation of the bridge foundation before and after scour, and comprehensive evaluation of bridge scour vulnerability. Bridge scour vulnerability was determined based on the interdisciplinary concept considering predicted scour depth for the design floods and bearing capacity of foundation as well as dimensions of foundation. Nine of 26 shallow foundations showed the potential future vulnerability to scour with significant decrease in the bearing capacity of foundations due to scour and the remaining 17 were expected to maintain their stability against scour.

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