• 한국터널지하공간학회 논문집
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• 제6권3호
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• pp.199-211
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• 2004

최근 터널이 점점 장대터널로 계획됨에 따라, 터널 안전성에 대한 요구도 증가하고 있다. 그러나 국내 터널내의 화재 및 사고에 대한 자료의 축적이 거의 되어있지 않고 관련 연구도 미흡한 실정이다. 따라서 본 연구에서는 터널의 화재 및 사고사례 관련 자료를 수집, 분석하여 국내터널 안전성 평가를 위한 기초자료를 제공하는데 목적이 있으며, 특히 터널내 교통사고 및 화재발생률, 인명피해 발생률과 터널 특성과의 관계 분석에 중점을 두었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.1343-1350
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• 2005

In this study, the whole deformation conditions of domestic old tunnels and reinforcement methods for deformation tunnels were investigated and analysed, and the present conditions, occurrence cause and reinforcement methods of cavity behind the tunnel lining were investigated and analysed comprehensively. The deformation causes of domestic old tunnels could be classified in three kinds : change of earth pressure operating tunnel ground, material problem of concrete lining, mistake of design and construction. As a result of analysis, the tunnel deformation was occurred by not specific cause but various cause As a result of investigation for 455 domestic tunnel data, more than 70% of the tunnel deformation was related to leakage and the other deformation cause also accompanied leakage mostly. An applied reinforcement method was related to leakage and flood prevention measures, but application of reinforcement method for boundary area between tunnel and ground and tunnel periphery which influence on the tunnel stability was still defective. The cavity of domestic old tunnel occupied about 16% of the total tunnel length and about 68% of cavity was located in the crown of tunnel, and besides, the occurrence cause of cavity was analysed to design, construction and management cause. The filling method for cavity using filling material was comprehensively appling to cavity behind tunnel lining.

• 한국지반환경공학회 논문집
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• 제18권3호
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• pp.15-23
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• 2017

강원지역은 한국의 북동부에 위치하고 있으며 산지가 90%에 달해 한국에서 가장 추운 지역이다. 그에 따라 겨울철 터널 피해가 지속적으로 발생하고 있으나 아직 터널 라이닝 배면에서 발생하는 동상에 대한 연구는 매우 부족하다. 본 연구에서는 강원지역의 도로터널에서 발생하는 동상깊이 분석을 위한 수치적 연구를 수행하였다. 강원지역 도로터널 현황과 기후자료를 분석하고 이를 토대로 터널 표준 형상과 지반 특성을 가정하였으며, 기온 변화와 지반특성 변화에 따른 터널 배면지반의 최대 동상깊이를 산정하였다. 해석결과 모래보다 변성암 및 퇴적암의 동결민감성이 더 크며, 라이닝 배면의 초기 지중온도가 낮을수록 동상깊이가 깊어져 동결에 대한 피해도 커지는 것으로 나타났다. 또한 라이닝 두께 및 지반의 비열, 열전도율과 같은 특성도 동결깊이 변화에 큰 영향을 미치는 것으로 나타났다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2001년도 봄 학술발표회 논문집
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• pp.17-24
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• 2001

Several underground cavities were found during construction of a road tunnel in 600m length . The area belong to Whasoon coalfield where extensive ground subsidences have occurred. It is necessary to find other underground cavities which might be located just near the road tunnel for safety, The field surveys and laboratory tests were conducted such as surface geological survey(672m), surface reflection seismic exploration(399m), drilling test(3 NX holes), 9 laboratory tests for rocks, 3 boreholes televiewer tests, reflection seismic exploration in tunnel(2, 342m). To estimate the effects of underground cavities on the road tunnel, 3 geological section were analysed with FLAC-2D modeling. The effects of the ground reinforcement were also analysed.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 지반공학 공동 학술발표회
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• pp.140-153
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• 2005

During the tunnel construction the major failure mode can be categorized as: tunnel failure just after the tunnel excavation without support, failure after application of shotcrete and finally failure after setting the concrete lining. The failure mode just after the tunnel excavation without support, can be further classified as : bench failure, crown failure, face failure, full face failure, failure due to weak strata and failure due to overburden. Moreover the failure after application of shotcrete is classified as heading face failure, settlement of shotcrete support, local failure of shotcrete lining and invert shotcrete. To find out the major causes of tunnel collapse, the investigation was done in case of the second phase of Seoul subway construction. The investigation results depicted that the major causes of tunnel collapse were due to the weak layer of rock/fault and sudden influx of ground water from the tunnel crown. While the investigation results of the mountain road tunnels construction have shown that the major causes of tunnel failure were inadequate analysis of tunnel face mapping results, intersection of faults and limestone cavities. In this paper some recent measurement in order to mitigate such tunnel collapse are presented

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 춘계학술대회 논문집
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• pp.1782-1788
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• 2007

This study analyzed ground settlement and ground stress depending on tunnel excavation and the ground reinforcing grouting methods for double line road tunnel through deep weathered zone. Diameter of double line road tunnel was approximately 12m and umbrella arch method and side wall reinforcing grouting were applied. The ring-cut split excavation method and CD-cut excavation method for excavation method were applied. Analysis of failure rate and vertical stress ratio show that the tunnel for which the height of the cover(H) was higher than four times the diameter, it can be considered a deep tunnel. Comparisons of various excavation and ground reinforcement methods were showed that CD-cut method results in lower surface and crown settlement, and lower failure rate than where using Ring-cut split method. In addition the side wall reinforcing grouting resulted in reduction of tunnel displacement and settlement.

• 터널과지하공간
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• 제24권4호
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• pp.308-315
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• 2014

본 연구에서는 도로터널 화재 시 외부 바람에 의한 영향을 평가하기 위하여 축소모형 실험을 실시하였다. $1.1m{\times}0.5m{\times}50.4m$ 모형 터널에서 휘발유 4.5리터를 사용하여 실험을 실시하였다. 터널 내부의 온도, 산소와 일산화탄소 농도를 측정하였다. 외부 바람의 영향에 따라 연기의 출구 도달 시간에 차이를 보였다. 최성기 이후에는 외부 바람의 영향이 초기에 비하여 작은 것을 확인할 수 있었다. 화재로 인하여 발생한 일산화탄소가 1,500 ppm 이상 도달하여 피난자에게 치명적인 위해를 가할 수 있다.

• 한국화재소방학회논문지
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• 제17권3호
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• pp.50-54
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• 2003

본 연구는 도로 터널 화재 발생 시 연소가스의 backlayer현상을 수치실험하고 그 결과를 분석하였다. 상업용 열 유체해석코드인 PHOENICS를 사용하여 정상상태의 열 유동현상을 수치해석하였으며 환기용 공기속도를 독립변수로 하고 종속변수는 backlayer의 길이로 하였다. 수치해석에 사용한 난류모델은 $textsc{k}-\varepsilon$ 모델을 사용하였고 Hybrid 차분법을 사용하고 질량 잔류값을 수렴조건으로 사용하였다. 수치실험 결과 backlayer의 길이가 환기 속도에 반비례하여 감소하고 backlayer가 발생하지 않는 임계 환기속도가 있음을 확인 할 수 있었다. 또한 연소가스의 수직방향 성층화로 터널하부에 승객이 대피할 수 있는 공간이 존재함을 확인 할 수 있었다.

• 산업기술연구
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• 제25권A호
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• pp.191-201
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• 2005

A numerical analysis was done for a tunnel fire in a 1000m road tunnel. A cartesian coordinate was adopted to make a computational grid sytem which has 448,000 computational cells. A transient flow phenomena in the tunnel was simulated by the commercial code of PHEONICS from the ignition of fire to 600 seconds by the interval of 100 seconds. Total computational time of about 44 hours was required to get a convered solution in each time step. The purpose of this research is to analyze of the backlayering pheonomena and recirculation flow in a tunnel. The compuational results say that the backlayering does not happens near the fire of vehicle in this case because the vehicle fire is located at the outside of recirculation zone of flow ocuured near the jet fan. In this research, onset of backlayering pheonomena could be escaped if jet fan is set 95m in front of the the fire of vehicle.

• 설비공학논문집
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• 제19권9호
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• pp.669-678
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• 2007

In this study, the ventilation characteristics is investigated numerically of the longitudinal ventilation method in the curved long road tunnel. Numerical work has been conducted for the jet fan location by utilizing the commercial finite-volume code, FLUENT. Configuration of the tunnel is three-lane, 1600 m long, $120m^2$ in area, 3000 m curvature radius. The velocity profile, distribution of mono-dioxide carbon and flow rate of air are examined in the tunnel. Through the analysis, it is found that the difference of ventilation flow rate Is a little by the jet fan location, but tunnel outlet setup (CASEIII) of jet fans is the most efficient concerned with CO concentration.