Earticle

초록

영어

Purpose: This study investigates institutional limitations of Korea’s underground flood prevention standards in the context of increasing extreme rainfall. By reviewing advanced international cases, particularly those from Japan, the research aims to propose feasible measures that can operate effectively in practice. Method: A comparative analysis was conducted between Korea’s current standards and systems in Japan, the UK, and the US. The review considered legal frameworks, technical requirements, and operational mechanisms. Case-based evidence was used to extract lessons on performance-based regulation, product certification, and integrated evacuation planning. Result: The analysis identified three key strategies for advancement: (1) systematic detailing of facility maintenance standards to ensure operational reliability, (2) introduction of a performance verification and certification system to objectively guarantee facility safety, and (3) establishment of optimal evacuation route criteria to prioritize human safety alongside structural protection. Conclusion: The proposed framework shifts Korea’s flood prevention approach from declarative and reactive measures to proactive, performance-based disaster management. By integrating maintenance, certification, and evacuation planning, the study provides practical directions for enhancing reliability and field applicability of standards. These findings offer policy relevance for ongoing revisions to national regulations and highlight the need for future research on test methodologies, digital twin validation, and cost–benefit assessments.

목차

ABSTRACT
요약
서론
배경 및 제도 분석
지하공간 침수 재난 특성
국내 수방기준의 현황
국외 수방기준의 현황
일본 수방기준의 특성과 시사점
일본 수방기준의 특성과 시사점
통합적 대응 체계
국내 수방기준의 한계 진단
지하공간 침수 방지시설 기준 고도화 방안
유지관리 기준 상세화
성능 검증·인증 제도 도입
최적 대피경로 설정 기준 신설
결론
Acknowledgement
References

저자

• 김민관 [ Min-Koan Kim | Postdoctoral Researcher, Korea Construction Standards Center, Korea Institute of Civil Engineering and Building Technology, Goyang, Republic of Korea ] Corresponding Author
• 정재형 [ Jae-Hyeong Jeong | Senior Researcher, Department of Geotechnical Engineering Research, Korea Institute of Civil Engineering and Building Technology , Goyang, Republic of Korea ]

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