HWAW방법을 이용한 고속철도 교량 상판 신축 이음부 도상 자갈의 이완상태 및 이완범위 평가 = Evaluation of the Status of Ballast on the Bridge Expansion Joint using HWAW method

다국어 초록 (Multilingual Abstract)

The local loosening of ballast supporting railway tract cause a differential vertical tract settlement. In the bridge, the temperature change make bridge deck to contract and expand, and this movement cause local loosening of ballast on the bridge expansion joint. Therefore, the evaluation of the status of ballast on the bridge expansion joint is important for the track maintenance of the high-speed railway. In this paper, hwaw method was applied to evaluate the status of ballast on the bridge expansion joint. HWAW method is non-detructive test to evaluate 2-D shear wave velocity map along the railway. Shear wave velocity is directly related with status of ballast. In this research, hwaw method was applied two different types of bridges and determine the degree and the range of the ballast loosening caused by movement of the bridge expansion joint.

목차 (Table of Contents)

• ABSTRACT
• 1. 서론
• 2. HWAW 방법을 이용한 전단파 속도 지도의 결정
• 3. HWAW 방법을 이용한 교량 상판 이음부 도상 자갈 상태 평가
• 4. 결론
• 참고문헌