과제정보
이 논문은 한국도로공사 도로교통연구원의 '협착 대응 교량 신축이음 적정시공 및 관리기준연구' 내용을 기초로 작성되었으며, 2022년도 교육부의 재원으로 한국연구재단의 지원을 받아 수행된 지자체-대학 협력기반 지역혁신 사업의 결과입니다(2022RIS-005).
참고문헌
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- Korea Expressway Corporation Research Institute (2013), Cause of Lateral Movement of Bridge Abutment and Countermeasure.
- Korea Expressway Corporation Research Institute (1996), A study on Protection Method for Lateral Movement of Abutment (II).
- Tschebotarioff, G.P, (1973), Foundation design and Construction, 2nd ed., McGraw-Hill, NY.
- Hong, S. H., Han, S. H., and Yun, K. K. (2006), A Case Study for Deterioration due to Alkali-Silica Reaction in the Cement Concrete Pavement, Journal of the Korea Concrete Institute, 18(3), 355-360 https://doi.org/10.4334/JKCI.2006.18.3.355
- Woo, J. W., Yhim, S. S. (2017), Concrete Pavement Expansion due to Alkali-Aggregate Reaction and Damage Prevention of Bridges, Journal of the Korea Institute for Structural Maintenance and Inspection, 21(5), 67-73 https://doi.org/10.11112/JKSMI.2017.21.5.067
- Korea Expressway Corporation Research Institute (2019), A Study on Pressure Relief Joint to Prevent a Blow-up of Concrete Pavement.
- Seol, U. H., Gwak, S. G., Bae, B. H., and Park, J. S. (2015), Method of Minimizing the Horizontal Displacement of Bridge Abutment on Landfill, KSCE Journal of Civil Engineering, 63(2), 54-59.