Acknowledgement
본 연구는 국토교통부(국토교통과학기술진흥원) 건설기술연구사업의 '도심 지하 교통 인프라 건설 및 운영 기술 고도화 연구(RS-2020-KA157786)' 연구단의 지원으로 수행되었으며 이에 깊은 감사를 드립니다.
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