• 한국터널지하공간학회 논문집
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• 제2권3호
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• pp.59-69
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• 2000

3차원 광파기 계측장비와 당사에서 개발한 핵심부품인 Target Pin 및 자료처리 분석프로그램 TEMS3D을 통합한 3차원 광파기 계측시스템을 구축하여 터널의 시공중 내공변위 및 천단침하를 계측하였다. 적용결과 천단침하 계측 및 전방지반 예측 측면에서 시스템의 효용성을 검증하였다. 터널의 유지관리 단계의 내공변위 계측을 위해 DOCS시스템을 지하철 단면에 적용하여 계측치의 진동, 시스템의 검증, 열차 운행, 터널내 온도변화 및 고전압에 의한 영향을 검토하여 향후 유지관리 방안을 제시하였다.

• 한국멀티미디어학회논문지
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• 제16권10호
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• pp.1196-1203
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• 2013

일반적으로 무선 네트워크는 유선 네트워크에 비하여 고가의 무선 송수신기를 사용하여 설치 및 유지비용이 높다. 하지만, 터널 내 환경관리 시스템의 경우는 기본적으로 터널 내 환경 정보를 감지하여 최소한의 정보만을 중앙통제장치와 유선으로 연결된 지시 노드로 보내는 것이기 때문에 전송되는 데이터양이 매우 적고, 따라서 저속의 무선 송수신기는 낮은 비용으로 구현하여 적용 가능하다. 그리고 무선 네트워크에서는 유선 네트워크와는 달리 데이터 전달 경로를 결정하는 라우팅 문제가 발생한다. 센서에서 감지한 신호를 디지털화하여 얻은 데이터를 무선 송신기를 사용하여 직접 지시노드로 보내는 경우에는 라우팅 문제가 발생하지 않지만, 이 경우에는 상대적으로 고출력의 무선 송신기가 요구되어 무선 송신기 구현 비용이 증가하게 되고, 해당 센서 노드의 전력소모가 커지는 문제점이 발생한다. 이러한 문제점을 해결하기 위해서는, 무선송신기의 출력을 줄이는 대신 인접한 센서 노드의 무선 송수신기를 이용한 중계를 통하여 지시노드까지 전달하도록 하는 방식을 사용할 수 있다. 그러나, 이 경우에는 해당 센서 노드에서 지시노드까지는 복수의 경로가 존재하기 때문에 최적의 경로를 선택하는 라우팅 알고리즘이 필요하게 된다. 따라서 본 논문에서는 터널 내 자동환경 관리 시스템에 적합한 라우팅 알고리즘을 제안하였으며, 추가로 센서 노드들을 각 터널 내에 부착 후 노드 등록 등의 초기화 과정을 거치면 자동으로 노드 간의 협업과정을 통해서 무선 네트워크가 구성될 수 있는 방안을 구현하였다.

• Structural Engineering and Mechanics
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• 제57권6호
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• pp.1125-1142
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• 2016

Tunneling is one of the challenging tasks in civil engineering because it involves a variety of decision making and engineering judgment based on knowledge and experience. One of the challenges is to construct tunnels in risky areas under shallow overburden. In order to prevent the collapse of ceilings and walls of a large tunnels, in such conditions, either a sequential excavation method (SEM) or ground reinforcing method, or a combination of both, can be utilized. This research deals with the numerical modeling of L-profiles and pipe fore-poling pre-support systems in the adit tunnel in northwestern Iran. The first part of the adit tunnel has been drilled in alluvial material with very weak geotechnical parameters. Despite applying an SEM in constructing this tunnel, analyzing the results of numerical modeling done using FLAC3D, as well as observations during drilling, indicate the tunnel instability. To improve operational safety and to prevent collapse, pre-support systems, including pipe fore-poling and L-profiles were designed and implemented. The results of the numerical modeling coupled with monitoring during operation, as well as the results of instrumentation, indicate the efficacy of both these methods in tunnel collapse prevention. Moreover, the results of modeling using FLAC3D and SECTION BUILDER suggest a double angle with equal legs ($2L100{\times}100{\times}10mm$) in both box profile and tee array as an alternative section to pipe fore-poling system while neither $L80{\times}80{\times}8mm$ nor $2L80{\times}80{\times}8mm$ can sustain the axial and shear stresses exerted on pipe fore-poling system.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.462-469
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• 2011

The design of high-depth and large-section tunnel facilities has been increased lately. The purpose of the design is to avoid inference of existing facilities, enhance public relations and reducing the size of the station, which is advantageous for effective use of underground spaces. Diverse downtown tunnel experience, advanced excavation equipment, reinforcement methods, monitoring technologies and numerical analysis made the design possible. This paper is to introduce the design of high-depth and large-section tunnel facilities via Gimpo airport area of Deagok-Sosa railway BTL project of double-tracking.

• 터널과지하공간
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• 제8권1호
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• pp.46-52
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• 1998

The author conducted new back analysis method using monitoring data to a landslide which occurred around portal. In this case, because the tunnel being located under the sliding plane of the landslide, calculated value from the ordinary back analysis in which considered only stress release by the tunnel excavation didn't fit the measured value. Then, in the new method, a body force as the movement of the landslide mass was added to the ordinary back analysis and good results were obtained. Furthermore, the author carried out stability analysis of the landslide with the data of the back analysis and examined the loosened area and decreasing og the sliding plane strength due to the tunnel excavation.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 춘계학술대회 논문집
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• pp.1142-1147
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• 2004

In this study, two damage detection techniques are applied to the railway tunnel liner based on the static deformation data. Models based on uniform reduction of stiffness and smeared crack concept are both employed, and the efficiency and relative advantage are compared with each other. Numerical analyses are performed on the idealized tunnel structure and the effect of white noise, common in most measurement data, is also investigated to better understand the suitability of the proposed models. As a result, model 1 based on uniform stiffness reduction method is shown to be relatively insensitive to the noise, while model 2 with the smeared crack concept is proven to be easily applied to the field situation since the effect of stiffness reduction is rather small. Finally, real deformation data of a rail tunnel in which health monitoring system is in operation are introduced to find the possible damage and it is shown that the prediction shows quite satisfactory result.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.931-938
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• 2006

Using high resolution stereoscopic imaging system three digital elevation model of tunnel face is acquired. The images oriented within a given tunnel coordinate system are brought into a stereoscopic vision system enabling three dimensional inspection and evaluation. The possibilities for the prediction ahead and outside of tunnel face have been improved by the digital vision system with 3D model. Interpolated image structures of rock mass between subsequent stereo images will enable to model the rock mass surrounding the opening within a short time at site. The models shall be used as input to numerical simulations on site, comparison of expected and encountered geological conditions, and for the interpretation of geotechnical monitoring results.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2016년도 추계학술대회
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• pp.827-829
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• 2016

장시간 컴퓨터나 스마트폰을 사용하는 사람들에게서 손목터널증후군(Carpal Tunnel Syndrome)의 발생 가능성이 높아지며, 이를 방지하기 위해서는 꾸준한 손목 스트레칭과 위험성의 모니터링을 통한 사용자 피드백이 중요하다. 본 연구에서는 사용자 스스로가 손목 터널 증후군의 위험성을 인지하고, 손목 스트레칭 할 수 있도록 손목 터널 증후군 예방 시스템(Carpal Tunnel Syndrome Prevention System, CTSPS)을 구현하였다. 전체 시스템은 하드웨어와 소프트웨어로 구성되며, 소프트웨어는 사용자가 설정한 사용 시간과 잠금 시간을 바탕으로 알림 및 잠금을 수행한다. 이때 사용자는 아두이노와 가속도 센서를 이용하여 손목 스트레칭 할 수 있으며, 사용 패턴을 분석하여 사용자에게 맞는 생활 가이드를 제공할 수 있다. 구현된 시스템을 평가하기 위해 피실험자 5명을 대상으로 3일간 스마트폰 사용 시간 및 터치 횟수를 측정하였고, 설문조사를 수행한 결과 스마트폰의 사용 빈도가 줄었으며, 통증 완화 등 긍정적인 효과를 확인할 수 있었다.

• 터널과지하공간
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• 제19권3호
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• pp.174-180
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• 2009

This paper gives a brief review of seismicity and seismic monitoring in surface mines. A summary of various researches related to seismicity is presented. Our research focuses on the understanding of seismicity and the application of analytical techniques to seismicity. Seismic monitoring plays an important role in the identification of potential failure planes and thereby predict potential failures. Much of the instrumentation used in our research is derived from earthquake monitoring systems. The major aspects in seismic monitoring are an instrumentation used, size of the network and data acquisition systems. Seismic monitoring in surface mines could be successfully applied to the improvement of safety standards in slope stability.

• Journal of Korean Neurosurgical Society
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• 제46권3호
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• pp.199-204
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• 2009

Objective : This study was done to evaluate the correlation between carpal tunnel pressure (CTP), electrodiagnostic and ultrasonographic findings in patients with carpal tunnel syndrome (CTS). Methods : CTP was measured during endoscopic carpal tunnel release (ECTR) for CTS using Spiegelberg ICP monitoring device with parenchymal type catheter. Neurophysiologic severity and nerve cross sectional area were evaluated using nerve conductive study and ultrasonography (USG) before ECTR in all patients. Results : Tests were performed in a total of 48 wrists in 39 patients (9 cases bilateral). Maximum CTP was $56.7{\pm}19.3$ mmHg ($Mean{\pm}SD$) and $7.4{\pm}3.3$ mmHg before and after ECTR, respectively. No correlation was found between maximum CTP and either neurophysiologic severity or nerve cross sectional area, whereas we found a significant correlation between the latter two parameters. Conclusion : CTP was not correlated with neurophysiologic severity and nerve cross sectional area. Dynamic, rather than static, pressure in carpal tunnel might account for the basic pathophysiology of CTS better.