A single-stage electrostatic precipitator (ESP) was evaluated in terms of its performance in removing dust in subway tunnels. A wire-to-plate type ESP was tested in a small-scale wind tunnel. The effects of wire-to-wire spacing (2040 mm) and the material connecting wire-to-wire on the performance of ESP were investigated, with varying applied voltage and airflow velocity. A narrower wire-to-wire spacing showed higher collection efficiency at the same applied voltage. Lower electrical resistivity of material connecting wire to wire was more effective. Ozone generation in subway tunnel applications was insignificant.

This study measured the particulate matter (PM) in a subway tunnel using a dust spectrometer and estimated the PM10 and PM2.5 using a Kriging method. For the hourly measurement, a probe was attached inside the cabin and put through the window to collect data from the outside. The Kriging method is a spatial analysis method, and time and spatial data were applied in the subway tunnel along with a PM concentration map. The result of the measurement shows that PM10 is 31.9~271.3 μg/m3 and PM2.5 is 30.9~209.5 μg/m3. In addition, The pollutant map shows that some sections have a higher concentration than other sections because of the depth and curvature of tunnel and traffic volume on the section and local construction. Also, the results show that differences concentration at different times of sampling could be distinguished. The highest concentration was found at 3 pm while the lowest was at 12 pm. We expect to use the pollutant map in planning air quality improvements for the tunnel.

In this research, the application of repair methods of water leakage cracks using self-healing technologies for subway tunnels is presented. In order to apply crack self-healing water stop agents and quick setting agents in subway tunnels, laboratory and field tests were performed based on various previous researches. Especially, this study focused on development of crack repair materials and their new repair methods. Therefore, various repair materials were examined for new repair materials with self-healing capability applied to crack sealing method and to patching repair method. The results show that the proposed water leak repair methods using water stop agent, quick setting agent and patching materials using self-healing ingredient were effective under the subway tunnel conditions. It is preferable in water leak repair to add self-healing components to sealers and water stop agents.

본 연구는 경부고속철도(대구~부산) 도심통과 노반신설 공사중 기존 부산지하철 1호선 및 부산지하철 2호선 구간에 대한 안정성에 관한 연구로서 현장조사를 실시하여 대상시설물의 외관상태, 품질상태 및 내구성능 등을 평가하고 MIDAS/GTS를 이용한 수치해석을 통해 대상시설물 및 본선터널의 안정성을 검토하는데 그 목적이 있다. 지하수위 하에서 터널이 시공되는 기본 메카니즘과 3차원 유한요소해석 응력-간극수압 연계해석을 수행한 후 라이닝 작용하중, 막장안정성, 지표침하 등 지하수와 터널굴착의 상호관계를 고찰하였다. 수치해석의 결과 1, 2호선의 최대침하, 부등침하, 라이닝응력 등은 허용치 이내이며 손상정도는 무시할 수 있는 정도의 경미한 것으로 나타나고 있다. 그러나 실제 터널 시공시 막장거동을 최소화하기 위하여 필요시 Pre-Grouting을 시행하여 터널 굴착시 터널내 유출수를 최소화하는 것이 필요할 것으로 판단된다.