• 한국ITS학회 논문지
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• 제18권1호
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• pp.27-42
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• 2019

대심도 실내공간에서 직면하는 재난상황에서 재실자는 종합적인 상황인지가 불가능하며, 공간지각 능력 저하로 황금시간 내 탈출이 쉽지 않다. 주어진 시간내 피난대피가 어려운 상황에서는 최대한 안전한 구역으로 이동 가능한 설계를 제시하여야 하는데, 본 연구에서는 실내 공간 보행 통행량 기반 평가 시뮬레이션인 PATS (Pedestrian movement based Assessment Toolkit for Simulation)을 활용하여, 복합환승센터 피난대피구역 적정 위치 선정을 위한 분석 체계를 수립하고, 지하 6층 대심도 복합환승센터의 시나리오 분석을 통해 피난대피 경로 상 문제점을 도출하여 이에 적합한 피난대피 구역 적정 위치를 제안하였다.

• 기술사
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• 제17권3호
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• pp.32-49
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• 1984

The East gate station area is 205M long and 24m deep which is located 13 meter in front of cultural treasure east gate. The area to be excavated by blasting is composed of granite rocks from 10M depth to 25M. Surface earth extends to up 10M depth. This job site has in involves heavy traffic congestion such as over 10,000 cars passing in rush hour where clossing No 1 lint of subway running 3 minitues head way. This east gate station construction is to be executed for the provent of the setting down of underground level and blasting vibration effects to cultural treasure east gate. Therefore, the caltural treasure committee approved this execution subject to the following condition. 1. Subway gelogical foundation and measured natural frequency 2. Execution of water tight wall 3. Sellection and test of damping material for wall and under rail 4. Measurement of monitoring system during the execution 5. Measurement of histogram system The above two projects was carried out by Dr. Kwang team in KAIST and prof, Han in Hanyang University under accadamic study contract. In the blasting work, for the pourpose of reduced vibration and low explosion velocity such as CCR, Kovex slurry. The 2nd, used electrical caps shall be delay cap and M/S caps in multi delay. The 3rd, drilling pattern is bench cut in open cut and applied control blasting in tunnelling and also shall drill anti-vibration holes as line drilling.