• Title/Summary/Keyword: 터널 생성

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XAI based public facility safety evaluation system research (XAI 기반의 공공시설물 건전도 안전검사 평가시스템 연구)

  • Park, Yesul;Kyeong, Seonjae;Kim, Minjun;Oh, Chanmi;Lee, Jeasung;Lee, Jaehwan;Lee, Hyunseung;Lee, Cheolhee;Moon, Hyeonjoon
    • Proceedings of the Korean Society of Broadcast Engineers Conference
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    • 2020.07a
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    • pp.705-708
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    • 2020
  • 공공시설에 대한 안전점검은 공공시설의 노후화에 따라 정기적인 검사의 필요성이 요구되고 있다. 기존의 안전점검 방식은 대부분 육안으로 점검하는 것에 의존하는데 이는 점검자의 숙련도에 따라 결과의 품질이 달라지게 된다. 본 논문에서는 XAI 기반의 공공시설물 건전도 안전검사 평가시스템을 제안하며, 이는 점검자의 숙련도와 무관하게 항상 같은 결과를 도출해 내며 XAI 를 통해 사용자에게 안전점검에 대한 결과를 제시해준다. 공공시설물 중 터널 시설물의 안전검사 평가시스템을 기반으로 하는 연구를 진행하였으며 이는 수정없이 교량 시설물 등 다른 공공시설물에 적용이 가능하다. 본 논문은 5 가지로 구분된다. 1) 터널 이미지와 균열에 마스크를 적용한 이미지 두 가지의 데이터 셋을 448x448 로 생성한다. 2) UNet 과 Resnet152 의 두 모델을 적용한 혼합 모델을 이용하여 생성한 데이터 셋을 훈련시킨다. 3) 훈련된 혼합 모델에서 생성된 분할 이미지에 대해 노이즈 제거 과정을 진행한다. 4) 노이즈 제거가 끝난 이미지에 스켈레톤화(Skeletonization)를 적용시켜 균열 이미지의 뼈대를 구한다. 뼈대 이미지 기반으로 균열의 길이, 두께, 위치등의 정보를 얻는다. 5) XAI 부분에서는 뼈대 이미지의 정보를 토대로 균열의 위치, 두께, 길이 등에 대해 계산을 진행한 후 사용자에게 제시해준다.

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The Prediction of Ground Condition ahead of the Tunnel Face using 3-Dimensional Numerical Analysis (3차원 수치해석을 이용한 터널막장 전방 지반 상태의 예측)

  • You Kwang-Ho;Song Han-Chan;Kim Ki-Sun;Lee Dae-Hyuck;Park Yeon-Jun
    • Tunnel and Underground Space
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    • v.14 no.6 s.53
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    • pp.440-449
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    • 2004
  • Rock mass includes natural discontinuities such as joints and faults during its formation. Discontinuities are also referred as planes of weakness because of their weak mechanical characteristics. In the design of underground structures, it is necessary to consider the properties of discontinuities to insure the stability. During the excavation of a tunnel, these discontinuities have to be identified as early as possible so that proper change in excavation method or support design can be made accordingly. The excavation of the tunnel in a stable rock mass causes a 3-dimensional arching effect around the excavation face. It was revealed by previous studies that the existence of a weak zone or a fault zone ahead of tunnel foe induces a typical displacement tendency of convergence. For better understanding of the meaning of influence/trend lines of various displacement components, three-dimensional numerical analyses were conducted while varying deformation moduli, thicknesses and orientations of discontinuities. Numerical results showed that the changes in influence/trend lines of various displacement components were very similar to those by measurements. The discrepancies from the expected values were dependent on the physical properties, thicknesses and orientations of discontinuities.

Numerical Analysis of Groundwater Flow through Fractured Rock Mass by Tunneling in a Mountainous Area (산악 지역 내 터널 굴착 시 단열 암반 내 지하수 유동 분석)

  • Kim, Hyoung-Soo;Lee, Ju-Hyun;Ahn, Ju-Hee;Ahn, Gyu-Cheon;Yoon, Woon-Sang
    • Tunnel and Underground Space
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    • v.16 no.4 s.63
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    • pp.281-287
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    • 2006
  • Intake of groundwater by tunneling in a mountainous area mostly results from groundwater flow through fractured parts of total rock mass. For reasonable analysis of this phenomenon the representative joint groups 1, 2, and 3 have been selected by previous investigations, geological/geophysical field tests and boring works. Three dimensional fractures were generated by the FracMan and MAFIC which is a three dimensional finite element model has been used to analyse a groundwater flow through fractured media. Monte Carlo simulation was applied to reduce the uncertainty of this study. The numerical results showed that the average and deviation of amounts of groundwater intaked into tunnel per unit length were $5.40{\times}10^{-1}$ and $3.04{\times}10^{-1}m^3/min/km$. It is concluded that tunnel would be stable on impact of groundwater environment by tunneling because of the lower value than $2.00{\sim}3.00m^3/min/km$ as previous and present standard on the application of tunnel construction.

Smoke Control Experiment of a Very Deep Underground Station Where Platform Screens Doors are Installed - Analysis on Smoke Control Performance by Fans equipped in Tunnel (스크린도어가 설치된 대심도 지하역사의 제연 실험 - 터널 송풍기에 의한 제연의 효과 분석)

  • Park, Won-Hee;Kim, Chang-Yong;Cho, Youngmin
    • Asia-pacific Journal of Multimedia Services Convergent with Art, Humanities, and Sociology
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    • v.9 no.9
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    • pp.721-736
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    • 2019
  • In this paper, the behavior of the fire smoke due to the operation of the ventilation systems when the fire occurred in the underground station (6 basement floors) and the tunnel at the great depth was measured. Fire smoke was generated by using a smoke generator which realized heat buoyancy effect by using hot air blower. The two locations of the fire were selected on the platform and on the platform of the tunnel located outside the screen door. A ventilation mode is generally used in which smoke is exhausted through a vent hole provided in a platform when a platform fire occurs. The tests were performed by operating the exhaust through the ventilation holes of the tunnel part located at both ends of the platform. The smoke density and the wind speed/velocity were measured at various positions, and the videos were taken to analyze the movement and smoke of the smoke. In both cases for fire inside the platform and in the railway tunnel, due to the ventilation mode operation of the fan for the platform and the exhaust of the fans in the tunnel smoke were well exhausted and the smoke propagation to the area near the smoke zone was suppressed. The smoke-control mode, which is applied to both fans for the platform and fans for in the tunnel at both ends of the platform, can provide a safer evacuation environment to the passengers from the fire smoke when the platform fire or fire train stops.

Bond Characteristics of Scale According to the Drainage Pipe's Material in Tunnel (터널 배수공의 재질에 따른 스케일 부착 특성에 관한 연구)

  • Chu, Ickchan;Nam, Seunghyuk;Baek, Seungin;Jung, Hyuksang;Chun, Byungsik
    • Journal of the Korean GEO-environmental Society
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    • v.12 no.11
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    • pp.51-57
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    • 2011
  • The calcium hydroxide($Ca(OH)_{2}$) which is flowed into the deteriorated tunnel by groundwater is reacted with carbon dioxide($CO_{2}$) and the vehicle's exhaust gas ($SO_{3}$). So its by-products are precipitated at the drainage pipe and these cause the drainage clogging. Most by-products are composed of $CaCO_{3}$ with calcite from a chemical experiment. The purpose of this study is mainly focused on comparison of attachment on each material of drainage pipe (teflon-coated steel pipe, silicon-Oil coated pipe, acrylic pipe and PVC pipe). The test was progressed to disembogue the CaO aqueous solution and tunnel outflow into each of the pipes. The experimental results show that the most produced scale pipe is PVC material and the followings are Acrylic pipe, Silicon-Oil coating pipe and Teflon coating pipe. But the long-term test results showed that teflon-coated steel pipe had a problem with durability because soil which was contained in the tunnel outflow occurred detachment of coating and corrosion of the steel pipe.

Characteristics of Smoke Propagation in Railway Tunnels with Rescue Station (구난역을 갖는 철도 터널 내부의 연기거동 특성)

  • Jang, Won-Cheol;Kim, Dong-Woon;Lee, Seong-Hyuk;Ryou, Hong-Sun
    • Fire Science and Engineering
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    • v.23 no.4
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    • pp.13-18
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    • 2009
  • The main objective of the present study is to investigate smoke propagation in railway tunnels with rescue stations. In particular, based on measurement of HRR (heat release rate) for pool fires formed at different locations, the influence of fire source location on smoke behavior is examined. The fuel is n-heptane and pool fires are generated with a square length 4cm. With the use of MVHS (Modified Volumetric Heat Source) model for fire source, extensive numerical simulations are performed by using the commercial code FLUENT (Ver.6.3) Predicted smoke temperatures and smoke propagation are discussed. From numerical predictions, it is found that ventilation systems may be necessary in the railway tunnels because the smoke moves along the tunnel, and consequently it enters the non-accident tunnel. It is also confirmed that the cross-passage and fire protection wall systems contribute to control the smoke.

The extension of NAT-PT for supporting transition mechanism over mobile environments. (이동 환경에서 전이 메커니즘 지원을 위한 NAT-PT 확장)

  • 황인준;권금연;강현국
    • Proceedings of the Korean Information Science Society Conference
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    • 2004.04a
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    • pp.661-663
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    • 2004
  • 본 논문은 이동 환경에서 전이 메커니즘을 통한 이동성 관리 방법으로서, 확장된 NAT-PTㆍ메커니즘을 설계하고, 요구 사항들에 대해 분석하였다. 본 논문에서 제안된 메커니즘은 이동 환경에서 이동 노드의 이동 여부를 감지하고, 이동시 생성되는 의탁 주소를 동적으로 가져와, 이동 노드와의 연결성을 유지할 수 있도록 제안한다. 그리하여, 과장된 NAT-PT는 상대 노드와 이동 노드 사이의 터널링을 감소시킴으로써, 두 노드간 통신의 효율성을 증가시킬 수 있도록 하였다.

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암석절리에서의 유체유동과 불연속 암반의 수리전도성에 관한 이론적 수치해석적 연구

  • 송명규;주광수;문현구
    • Proceedings of the Korean Society for Rock Mechanics Conference
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    • 1994.03a
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    • pp.70-74
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    • 1994
  • 암반내 지하수의 흐름은 공학적인 측면에서 중요한 역할을 한다. 지하공간 개발 및 터널건설에 있어서 지하수의 유출은 굴착과 보강공사의 진행을 대단히 어렵게 할 뿐만 아니라 구조물의 안정성에 심각한 문제를 야기시키기도 한다. 이는 다양한 원인에 의해서 생성된 암반내 불연속면의 존재에 기인한다. 불연속 암반의 지하수 유동해석에는 크게 두 가지 접근방식이 사용되어 왔다. (중략)

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Monitoring of waterjet cutting free surface using laser sensor (레이저 센서를 이용한 워터젯 절삭 자유면 모니터링)

  • Oh, Tae-Min;Hong, Chang-Ho;Cho, Gye-Chun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.15 no.5
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    • pp.469-481
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    • 2013
  • The monitoring of a free surface generated by waterjet cutting technology is very important for an efficient construction process. In this study, experiments using a laser sensor were performed to provide a data processing method and to determine optimized parameters. The experimental parameters here are the angular resolution, measurement distance, and free surface cutting shape. The results show that the monitoring resolution increases with a decrease in the angular resolution and the horizontal measurement distance and with an increase in the cutting (free surface) width. This laser monitoring method can be applied during the measurement of free surface shapes and depths in situ.

Formation of Chalcophanite and Todorokite from the Hydrothermal Reaction of Zn-doped δ-MnO2 (Zn 도핑 된 δ-MnO2의 수열반응을 통한 chalcophanite 및 todorokite 결정 생성 및 성장)

  • Haesung Jung
    • Korean Chemical Engineering Research
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    • v.61 no.1
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    • pp.162-167
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    • 2023
  • Diverse structures of Mn oxides in natural and engineered systems occur from the transformation of δ-MnO2, the most common crystalline phase of nucleated Mn oxides, to other structures via redox reactions, adsorption of metals, etc. Recently, together with emerging interests of Zn-based rechargeable battery systems, which use Mn oxides as a cathode, the transformation and recrystallization of Mn oxides have garnered interests. Here, using hydrothermal reaction of Zn-doped δ-MnO2, the formation of todorokite and chalcophanite is observed. When the concentration of doped Zn increases, the formation of chalcophanite is dominant, but occurs slower than that of the lower concentration of doped Zn. This study will provide a new understanding of the effect of Zn on the recrystallization process of Mn oxides during redox cycles in energy storage systems and environmental systems.