This study suggests a method for estimating embedded depth of a scoured bridge foundation using inverse analysis with natural frequency, that is a lot affected by soil stiffness around the structure. And applicability of the inverse analysis is performed by comparison of test results

• 장성희(국립재난안전연구원 시설연구사, 토목구조기술사) | Chang Sunghee
• 박병철(국립재난안전연구원 시설연구관, 공학박사) | Park Byung-cheol
• 임기환(국립재난안전연구원 연구원) | Lim Kihwan
• 김진선(국립재난안전연구원 선임연구원) | Kim Jinseon