• The Safety technology
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• no.158
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• pp.12-14
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• 2011

서울 관악구 신림동에 위치한 강남순환도시고속도로 6-1공구, 이곳은 연장 155m의 터널을 뚫는 현장으로, 시공 초기인 현재는 발파작업이 한창 진행되고 있다. 발파작업은 다량의 폭약이 수시로 사용되는 만큼 위험성이 상당히 높은 공정 중 하나다. 하지만 이곳 현장의 모습을 보면 정말 위험공정이 맞나하는 의구심이 들게 된다. 그만큼 안전관리가 철저하다는 얘기다. 수차례에 걸친 시험발파를 통해 진동과 소음을 최소화한 발파작업이 이뤄지고 있으며, 작업 시 대응절차에 나서는 근로자들의 모습도 일사불란하기 그지없다. '안전'으로 터널공사의 새로운 교과서를 만들겠다는 이곳 현장을 찾아가 그들만의 특별한 안전활동을 살펴봤다.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2005.04a
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• pp.270-275
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• 2005

• Magazine of korean Tunnelling and Underground Space Association
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• v.25 no.3
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• pp.28-45
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• 2023

• Journal of Korean Tunnelling and Underground Space Association
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• v.24 no.1
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• pp.109-128
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• 2022

The precise inspection for safety and diagnosis (PISD) of tunnel has been conducted by the special act on safety control of public structures. However, the present assessment for the segmental lining of TBM tunnel has limitation such as: NDTs for integrity, segmental configuration for field inspection, and consideration for jacking system. Even if the number of TBM tunnel is less than 1% of enrolled facility in FMS, more attention to maintenance should be necessary due to its usage such as multi-use facility and national important facility. Compared to NATM tunnel, excavated by drilling and blasting and then installed lining by cast-in-place within 6~12 m, TBM tunnel is cut out ground by disk and cutter-bit and then assembled 7 pieces of precast segment, 1.2~1.4 m wide. Different features of design, construction, and maintenance should be considered to be more exact evaluation of TBM tunnel. The characteristics of defect is categorized and analyzed with 11 operational TBM tunnels in domestic subway. To be more comprehend various particular defects, foreign studies have been also adapted. Crack and leakage are categorized in 7 patterns. Breakage/spalling and corrosion are also grouped into 3 patterns. Patterned defects or damages are fed back in design, construction, and are useful guidelines for maintenance stage in future.

• Journal of the Society of Disaster Information
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• v.18 no.4
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• pp.746-753
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• 2022

Purpose: The purpose of this study is to review the safety of small tunnels for food storage excavation in the 1960s~1970s and to improve the stability of small tunnels. Method: A visual inspection and a hammer test were used to conduct safety tests, and the visual inspection is one of the tests conducted for non-destructive testing, and the hammer test is one of the types of hitting methods of rebound hardness. Result: According to the integrated analysis of the survey area data, there are generally good appearance, but there are many small cracks and complex geological conditions, requiring continuous observation and attention. Seven of the 23 tunnels require safety diagnosis, one collapse, one safe, and 14 require continuous observation and attention. Conclusion: All parts of small tunnels should be checked and recorded from time to time, and stability is expected to be improved when reinforcing small tunnels proposed in this study.

• Tunnel and Underground Space
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• v.25 no.3
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• pp.244-254
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• 2015

The tunnel is excavated through the alluvial layer composed of sand and gravel with groundwater deposited on rock. A portion of upper part of the tunnel is located in the alluvial layer and there are several buildings just above the curved section of the tunnel. It is necessary to prevent from sand-flowing into the tunnel due to low strength of the alluvial, high groundwater level and shallow depth of the tunnel from the ground surface. For this, the alluvial around the tunnel is pre-reinforced by umbrella arch method with multi-stage grouting through large diameter steel pipes or jet grouting before excavating the tunnel. The effect of the pre-reinforcement of the tunnel and the safety of the buildings are monitored by measurement of ground deformation occurred during tunnelling.

• Journal of the Korea Construction Safety Engineering Association
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• v.1 no.2
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• pp.45-50
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• 1991

지하건설의 확충과 함께 터널 굴착기술의 향상과, 각종 공사용 기계의 개발, 도입에 의해 효율화도 진전되고, 능률과 안전면에서도 최근 큰 발전이 이루어져 대규모 터널공사와 지하공사의 건설이 활발하게 이루어지고 있다. 지하건설에 관련된 작업자의 건강에 대한 관심은 매우 높아지고, 건설공사현장에 있어서는 이러한 작업환경, 건강장해의 방지대책이 중요한 과제가 되고 있다.

• Magazine of korean Tunnelling and Underground Space Association
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• v.3 no.2
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• pp.63-67
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• 2001

최근 구조물의 안전과 관련하여 계측기술에 대한 관심이 고조되고 있으며, 시공중 계측 뿐 아니라 시공후 유지관리를 위한 구조물의 계측 사례가 증대되고 있다. 본 고에서는 영구계측을 위하여 고속철도용 터널에 적용된 유지관리 계측시스템을 소개함으로써 추후 터널의 유지관리 계측시스템을 구축하는데에 기초적인 자료를 제시하고자한다.

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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• v.30 no.7
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• pp.24-28
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• 2001

터널 환기 설비는 터널에서 발생하는 오염물질을 희석 배출하여 터널에서의 안전운행 및 쾌적한 환경을 유지함을 목적으로 한다. 이를 위해서 각종 환기설비가 필요하게 되며, 이에 대한 설계 검토가 요구되고 있다. 본 원고에서는 제트팬 방식의 터널에서 풍속 측정을 중심으로 하여 측정결과 및 분석결과를 소개하고자 한다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.16 no.1
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• pp.91-104
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• 2014

An Excavation Damaged Zone (EDZ), in which rock properties are permanently changed due to blasting impact or stress redistribution, can influence the behavior and stability of structures. In this study, the mechanical stability of an underground opening was simulated by using FLAC, which is a two-dimensional modeling code, with a consideration of EDZ. A sensitivity analysis was also carried out with fractional factorial design. From the modeling, it was found that the behavior and the stability of an underground tunnel are strongly dependent on the existence of the EDZ. The sensitivity analysis showed that the key parameters affecting the factor of safety around the tunnel are in-situ stress ratio, depth, cohesion, reduction ratio, internal friction angle, and height and width of the tunnel. It is necessary to consider the EDZ, which can significantly affect mechanical stability in tunnel design.