과제정보
이 논문은 국토교통부의 스마트시티 혁신인재육성사업으로 지원되었습니다. 한국수자원공사 "수중구조물 안전성 조사기법 및 현장검증 연구(C5202114851)"의 지원으로 수행되었으며 서울대학교 공학연구원 및 건설환경종합연구소의 지원에도 감사드립니다. 본 논문은 2022 CONVENTION 논문을 수정·보완하여 작성되었습니다.
참고문헌
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- van Beek, V. M. (2015). Backward erosion piping initiation and progression, Doctoral Thesis, Delft University of Technology, The Netherlands.
- Vandenboer, K., Celette, F. and Bezuijen, A. (2019). "The effect of sudden critical and supercritical hydraulic loads on backward erosion piping: small-scale experiments." Acta Geotechnica, Vol. 14, No. 3, pp. 783-794. https://doi.org/10.1007/s11440-018-0756-0
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- Xiao, Y., Cao, H. and Luo, G. (2019). "Experimental investigation of the backward erosion mechanism near the pipe tip." Acta Geotechnica, Vol. 14, No. 3, pp. 767-781. https://doi.org/10.1007/s11440-019-00779-w
- Yao, Q., Ding, L., Sun, D., Liu, C. and Zhang, Q. (2007). "Experimental studies on piping in single-and two-stratum dike foundations." Water Resource and Hydropower Engineering, Vol. 38, No. 2, pp. 13-18. https://doi.org/10.3969/j.issn.1000-0860.2007.02.003