• Magazine of korean Tunnelling and Underground Space Association
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• v.13 no.5
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• pp.50-59
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• 2011

• Tunnel and Underground Space
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• v.17 no.5
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• pp.337-349
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• 2007

Yearly, it seems the fact that the numbers of tunnels with wide sections are on the rise as the length of tunnel and number of lanes continues increasing. According to these trends, well-schemed plans of design, construction and management related with tunnel safety has become to be crucial. It is a high possibility to be observed by the fact that the direct effects of casualties and property damages are caused by the situations of car collisions, bump to solid structures by careless driving and the outbreak on vehicles by mechanical fault. Therefore, in order to prevent these types of accidents, we would make issues md adopt appropriate mechanical and management plans of emergency exits and disaster prevention equipments inside of tunnel, based on up-to dated experiences and study of foreign cases, to structural design technology. The objectives of this study are to recognize related actual problems and suggest improvement plans.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2010.10a
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• pp.123-126
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• 2010

터널내에 설치되는 제트팬은 비상시에는 연기와 같은 유독가스를 제거하는데 사용되며 평상시에는 장대터널에 있어서 차량에 의해 발생한 오염공기를 제거하는 중요한 역할을 한다. 파량의 피스톤효과에 의해서 일부 제거되기는 하나 1km이상의 장대터널에서는 반드시 필요로 한다. 이러한 제트팬의 효율적인 환기 및 제연설계를 위하여 CFD해석과 더불어 모형실험을 실시함으로서 터널내에 소실되는 에너지를 정량화하고 그 원인 파악과 함께 효율적인 환기설계를 위한 연구이다.

• Explosives and Blasting
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• v.24 no.2
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• pp.9-22
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• 2006

In general, tunnel construction except for special cases such as very short tunnels must require an artificial ventilation system. Especially, it is efficient for long tunnels to use the combination of a proper ventilation system according to the progress of the excavation. Neung-Dong Tunnel of which length is 4,580m has been originally designed as using ventilation system of blower and exhaust mixture types. Since it has been expected to result in some problems, its design Is analyzed to find the way to improve ventilation system by estimating the amount of required fresh air, considering various ventilation mixture types, ventilation's fluidity analysis and contaminant's distribution by numerical analysis. Economical efficiency for each type is also reviewed to determine the best ventilation system.

• Magazine of korean Tunnelling and Underground Space Association
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• v.11 no.4
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• pp.46-57
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• 2009

• Magazine of korean Tunnelling and Underground Space Association
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• v.10 no.2
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• pp.62-70
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• 2008

• Tunnel and Underground Space
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• v.12 no.3
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• pp.152-157
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• 2002

Optimal design of the long tunnels with large cross sections essential for the effective development of the limited land in Korea becomes more and more difficult owing to the constantly changing social, economic, environmental and technological factors. Deficiency of the domestic research works till now on the elementary topics on tunnel ventilation retards progress on developing the key technologies urgently required for designing and managing the long and large tunnels. This paper aims at identifying the subjects on which research must be carried out for the construction and management of vehicle tunnels in Korea by means of scrutinizing the contents of the publications since 1991 at the International Symposium on Aerodynamic and Ventilation of Vehicle Tunnels, the only international conference on the tunnel ventilation.

• Journal of Korean Tunnelling and Underground Space Association
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• v.12 no.2
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• pp.165-175
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• 2010

Recently, requirement of a long subsea tunnel has increased due to political, economical and social demands such as saving of distribution costs, improvement of traffic convenience, and regional development. Road and railroad tunnel need a shaft for construction and ventilation because of increase of tunnel length. Shaft diameter, lining sectional thickness and rebar quantity have to be determined for design of concrete lining in the shaft. A lot of structural analyses are needed for optimal design of concrete lining considering shaft diameter, load conditions and ground conditions. Design charts are proposed by structural analyses for various conditions in this study. A sectional thickness and rebar quantity can be easily determined using the proposed design charts.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.34 no.1
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• pp.203-211
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• 2014

Tunnel reduces travel time as and it is essential facilities for the eco-friendly road construction. In recent years, It has been accelerating the tunnel construction to provide a higher level of traffic service but a driver driving in the narrow and dark tunnel takes characteristically psychological anxiety and the restriction of the sight. Moreover, A driver passing through more than 1,000m long tunnel, as to pass inside the monotonous form of the tunnel for a long time can cause drowsiness and increase the driver load. This driver load can degrade road-holding of the inside of the long tunnel highly and pose a high risk of accidents. Accordingly, In this study is to present the proper length of the Tunnel, considering the characteristics of traffic accident. For this, this study is that the long tunnel that affects traffic safety traffic safety variables are selected and classified. Traffic safety variables are classified in detail as a variable of the traffic accident and velocity one, the applicable variables the number of the traffic accident, the ratio of the traffic accident, driving velocity, the individual vehicle velocity etc. Traffic safety variables are categorized as more than a pole length of the tunnel in order to examine its impact on correlation analysis. The results indicate significant results in traffic accidents in accordance with traffic accidents, traffic safety, selects the variable was Variable depending on the length of the tunnel traffic safety point of significantly increasing the possibility of an accident can be seen as a high point. And the point of the Distribution of selected variables in order to create a traffic safety was a significant increase in traffic safety variables was set at critical intervals. Before reaching the critical point and the corresponding length of the long tunnel was set at the proper length. In this study, the optimum length of the proposed long tunnel through the long tunnel that occur in the future to contribute to reducing traffic accidents would be able to be determined.

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2001.10a
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• pp.25-36
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• 2001

록볼트의 작용효과는 지반이 굴착되어 안정화되는 초기 1달간이 가장 중요하고 품질관리 문제는 지반조건에 따라 부식에 대한 문제가 있으나, 기존의 전면접착형 록볼트의 경우도 작업여건상 그 확실성은 떨어지는 것이 현실이다. 또한 작업이 시간소모가 크고, 볼트의 지지효과도 충진재가 고결되어야 발효되는 약점을 갖고 있어, 일본, 말레이시아, 유럽 등에서 전면 마찰형 즉시 지보기능이 가능한 Swellex Bolt를 영구지보재로 사용하고 있는 경향이 있다. 기존의 전면 접착형 SN Bolt(이형철근)로써 Grouting 몰탈볼트와 Cem Bolt로 설계된 장대·대단면 도로터널 지보재를 현대식 Swellex Bolt로 대체 설계변경이 가능한 것인지에 대하여 볼트의 지지력 시험(Pullout Test), 볼트재질의 내구성 연구 및 설계변경에 따른 수치해석 등을 실시하여, 볼트로써 지지력을 확인하고, 재질의 안전성을 조사한 후 시공 사이클 타임을 줄이며, 견고하고 시공성이 우수한 Swellex Bolt로의 설계변경을 제안하게 되었다.