Acknowledgement
본 연구는 한국연구재단 이공분야 대학중점연구소지원 사업의 연구비 지원 (NRF-2018R1A6A1A07025819) "ICT 융복합 기존건축물 내진리모델링 기술 개발"과 한국도로공사 도로교통연구원의 연구비 지원 "비탈면 붕괴원인 분석 및 관리방안"에 의해 수행되었으며, 이에 깊은 감사를 드립니다.
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