• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.1358-1365
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• 2010

A case study deals with Squeezing behavior under tunneling. Squeezing stands for large time-dependent convergence during tunnel excavation. Squeezing can occur in both rock and soil as long as the particular combination of induced stresses and material properties pushes some zone around the tunnel beyond the limiting shear stress at which creep starts. Under squeezing rock conditions, If the support installation is delayed the rock mass moves into the tunnel and a stress redistribution takes place around it. On the contrary, if deformation is restrained, squeezing will lead to long-term load build-up of rock support. This paper shows analysis case mutually with monitoring and numerical analysis result of squeezing behavior of Pinglin tunnel in Taiwan.

• Composites Research
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• 제22권1호
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• pp.32-38
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• 2009

지금까지 광섬유센서를 활용한 구조물의 모니터링에 대하여 다양하게 연구되어지고 있다. 그러나 현재 광섬유센서는 다루기 어렵다는 문제점을 가지고 있어 실재 현장에 적용하는데 많은 어려움을 겪고 있다. 이에 본 논문에서는 광섬유 격자 센서를 고속도로 터널공사의 시공중 계측에 활용하여 시공시 지속적인 모니터링을 시행하여 공사를 안전하게 수행하고, 구조안전성을 지속적으로 확인하였다. 광섬유 격자 센서를 실제의 고속철도 터널공사에 적용하여 터널의 거동을 2년에 걸쳐 측정한 결과를 정리하여 시공 중 터널구조물이 보여주는 데이터를 확인할 수 있도록 하였다.

• 지질공학
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• 제19권4호
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• pp.483-492
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• 2009

터널 및 지하구조물 시공 중 굴착 대상 지반에 대한 정확한 정보 획득은 작업의 효율성과 안전성을 위해 매우 중요하다. 본 연구에서는 굴착 중 굴진 대상 암반의 지질 구조를 신속하고 정확하게 감지하기 위하여 천공탐사 기법을 이용하였다. 유압 착암기 천공 시 발생하는 천공속도, 회전압, 피드압 등의 기계량을 측정하여 분석하였으며, 이를 통해 암석과 지질 구조적 특성에 의해 변화되는 암반 특성을 평가 하였다. 터널 시공현장에서 굴착 중 획득된 천공데이터 분석에 의해 평가된 암반 정보는 굴착 전 수행된 선진수평시추 및 TSP 탐사 결과와 비교하여 신뢰성을 검토하였으며, 그 결과 천공 데이터의 변화가 암반 특성 및 불연속면 예측을 위해 효율적으로 활용될 수 있음을 확인하였다.

• Smart Structures and Systems
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• 제21권5호
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• pp.561-569
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• 2018

Ground vibration is one of the most undesirable effects induced by blast operation in mountain tunnels, which could cause negative impacts on the residents living nearby and adjacent structures. The ground vibration effects can be well represented by peak particle velocity (PPV) and corner frequency ($f_c$) on the ground. In this research, the PPV and the corner frequency of the mountain surface above the large-span tunnel of the new Badaling tunnel are observed by using the microseismic monitoring technique. A total of 53 sets of monitoring results caused by the blast inside tunnel are recorded. It is found that the measured values of PPV are lower than the allowable value. The measured values of corner frequency are greater than the natural frequencies of the Great Wall, which will not produce resonant vibration of the Great Wall. The vibration effects of associated parameters on the PPV and corner frequency which include blast charge, rock mass condition, and distance from the blast point to mountain surface, are studied by regression analysis. Empirical formulas are proposed to predict the PPV and the corner frequency of the Great Wall and surface structures due to blast, which can be used to determine the suitable blast charge inside the tunnel.

• 한국정보통신학회논문지
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• 제21권8호
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• pp.1597-1603
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• 2017

지하공동구의 화재 발생 빈도는 다른 화재에 비하여 낮은 편이나 화재로 인한 피해는 경제적 손실 뿐만 아니라 사회운영 마비로 사회적 손실을 초래할 수 있다. 이에 본 논문은 지하공동구 내 설치된 누설 동축케이블을 이용하여 지하공동구의 상태감시시스템 구축에 대한 실증 시험 결과를 제시한다. 이를 위해 지하공동구에 설치된 누설 동축케이블에 삽입손실 특성이 $-6{\pm}2dB$인 유도성 커플러와 200 Mbps급 전력선 통신 모뎀을 연결하여 실증 시험한 결과, 500 m까지 IP 카메라의 송/수신을 확인하였다. 따라서 데이터 전송을 위한 통신선로의 추가 설치 없이도 지하공동구 내 설치된 누설 동축케이블을 이용하여 지하공동구에 상태감시시스템 구축이 가능할 것으로 판단된다.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2004년도 ICCAS
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• pp.116-119
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• 2004

The existing monitoring and control systems of utility-pipe conduit (power tunnel, cable tunnel etc) have established communication lines using optical fiber, leaky coaxial cable (LCX), and several kinds of control cable. Due to the properties of the used media, the cost of equipment is considerably high and the maintenance of the system is difficult. Also, the term of carrying out is long so that the extension of the system is in difficulty. Now it is desirable to adopt Power Line Communication (hereinafter, PLC) technology in the monitoring and control systems and use the existing low-voltage power-line for lamplight as communication line. This will lead the reduction of the construction cost and the easy maintenance of the system. In this paper, we research the characteristics of PLC in conduit, design and manufacture the field test system, and analyze the performance of the system by field test. Then, we introduce the reliable monitoring and control system of utility-pipe conduit using PLC.

• Smart Structures and Systems
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• 제6권3호
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• pp.239-262
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• 2010

Tube Lines has carried out a "knowledge and investigation programme" on the deep tube tunnels comprising the Jubilee, Northern and Piccadilly lines, as required by the PPP contract with London Underground. Many of the tunnels have been in use for over 100 years, so this assessment was considered essential to the future safe functioning of the system. This programme has involved a number of generic investigations which guide the assessment methodology and the analysis of some 5,000 individual structures. A significant amount of investigation has been carried out, including ultrasonic thickness measurement, detection of brickwork laminations using radar, stress measurement using magnetic techniques, determination of soil parameters using CPT, pressuremeter and laboratory testing, installation of piezometers, material and tunnel segment testing, and trialling of remote photographic techniques for inspection of large tunnels and shafts. Vibrating wire, potentiometer, electro level, optical and fibre-optic monitoring has been used, and laser measurement and laser scanning has been employed to measure tunnel circularity. It is considered that there is scope for considerable improvements in non-destructive testing technology for structural assessment in particular, and some ideas are offered as a "wish-list". Assessment reports have now been produced for all assets forming Tube Lines' deep tube tunnel network. For assets which are non-compliant with London Underground standards, the risk to the operating railway has to be maintained as low as reasonably practicable (ALARP) using enhanced inspection and monitoring, or repair where required. Monitoring techniques have developed greatly during recent years and further advances will continue to support the economic whole life asset management of infrastructure networks.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.717-724
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• 2002

To investigate the behavior of air-shaft and existing tunnel by excavating the small-diameter shaft into the existing tunnel, prototype air-shaft was constructed and analyzed in this study. Geotechnical characterization was conducted by boring and rock cores obtained were tested in the laboratory. Field monitoring including radial and tangential stresses and displacements was conducted with the 3-dimensional numerical analysis of prototype air-shaft. Results of field monitoring were compared with the numerical results. The results showed that maximum displacement of 2.11mm and maximum tangential stress of 54.0 kg/$\textrm{cm}^2$ were obtained during shaft excavation near the right shoulder of the existing tunnel. The comparison of these field measurements with 3-dimensional numerical analysis showed that much more higher stress was measured during excavation compared to the numerical results even though the trends of stress and displacement were similar.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.303-308
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• 2000

By means of analyzing of monitoring technology and monitoring regulation based on maintenance monitoring system installed in subway tunnel section, it needs monitoring system, development of operating program, monitoring analyzing system and development of analysis method, establishment of maintenance monitoring standard specification, and performance of responsible monitoring supervision for applying to subway monitoring maintenance effectively in future. It requires specialized monitoring and legislation of monitoring subcontract, improvement of monitoring work contract method, establishment the standard payment of monitoring, and effective calibration and correction of monitoring system in the plan of improving monitoring regulation.

• 한국터널지하공간학회 논문집
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• 제18권1호
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• pp.53-60
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• 2016

본 논문은 터널 유지관리계측의 압력 관리기준치 설정에 대한 연구로 계측 초기에 설정된 지하철계측 초기 관리기준치를 토대로 서울지하철 6,7,9호선 8개 대표단면의 터널 콘크리트라이닝의 토압과 간극수압에 대하여 약 5년에 걸친 계측 실적을 분석하고, 국외 계측관리기준을 비교하여 향후 터널 유지관리계측에 적용할 압력 계측관리기준치 설정에 대한 연구를 수행하였다. 연구결과 향후에 터널에 적용할 유지관리계측의 압력 관리기준치는 국내적용 계측관리기준치와 국외적용 계측관리기준치 분석결과를 비교하여 안전단계는 허용압력의 60%, 주의단계는 허용압력의 80%, 정밀분석단계는 허용압력의 100%로 실무에서 쉽게 적용할 수 있는 절대치에 의한 계측관리방법을 제안하였다.