• Geomechanics and Engineering
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• 제21권2호
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• pp.111-122
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• 2020

In most cases in urban areas, construction of divergence tunnel should take into account proximity to existing tunnel in operation. This inevitably leads to deformation of adjacent structures and surrounding ground. Preceding researches mainly dealt with reinforcing of the diverging section for the stability including the pillar. This has limitations in investigating the interactive effects between existing structures and surrounding ground due to the excavation of the divergence tunnel. In this study, the complex interactive behavior of pile, the operating tunnel, and the surrounding ground according to horizontal offsets between the two adjacent tunnels was quantitatively analyzed based on conditions diverged from operating tunnel in urban areas. The effects on ground structures confirmed by analyzing the ground surface settlements, pile settlements, and the axial forces of the pile. The axial forces of lining in operating tunnel investigated to estimate their impact on existing tunnel. In addition, in order to identify the deformation of the surrounding ground, the close range photogrammetry applied to the laboratory model test for confirming the underground displacements. Two-dimensional finite element numerical analysis was also performed and compared with the results. It identified that the impact of excavating a divergence tunnel decreased as the horizontal offset increased. In particular, when the horizontal offset was larger than 1.0D (D is the diameter of operating tunnel), the impact on existing structures further reduced and the deformation of surrounding ground was concentrated at the top of the divergence tunnel.

• JSTS:Journal of Semiconductor Technology and Science
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• 제8권1호
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• pp.32-39
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• 2008

Tunnel oxide of non-volatile memory (NVM) devices would be very difficult to downscale if ten-year data retention were still needed. This requirement limits further improvement of device performance in terms of programming speed and operating voltages. Consequently, for low-power applications with Fowler-Nordheim programming such as NAND, program and erase voltages are essentially sustained at unacceptably high levels. A promising solution for tunnel oxide scaling is tunnel barrier engineering (TBE), which uses multiple dielectric stacks to enhance field-sensitivity. This allows for shorter writing/erasing times and/or lower operating voltages than single $SiO_2$ tunnel oxide without altering the ten-year data retention constraint. In this paper, two approaches for tunnel barrier engineering are compared: the crested barrier and variable oxide thickness. Key results of TBE and its applications for NVM are also addressed.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2011년도 제37회 추계학술대회논문집
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• pp.777-780
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• 2011

초음속 풍동은 고속으로 운용되는 비행체나 유도무기의 개발에 있어 시험체 주위에서 나타나는 공기역학적 현상을 연구하고 특성을 대표하는 물리량을 측정하기 위해 주로 사용되는 지상시험 장비이다. 본 연구에서는 연구팀에서 보유하고 있는 소형 초음속 풍동이 갖는 시험 모델 크기의 제약을 완화하고자 $250mm{\times}200mm$ 의 시험부를 갖는 초음속 풍동을 설계하고 제작된 풍동의 성능 평가를 수행하였다. 제작된 풍동의 시험 마하수는 2.5이며 시험부에서 균일한 유동을 얻을 수 있도록 경계층 보정을 수행하여 노즐의 형상을 결정하였다.

• 대한조선학회논문집
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• 제44권4호
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• pp.408-416
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• 2007

This paper summarizes an experimental study on the marine propeller BPF noise. The main objective of this study is to show the worthiness of the noise measurement at the MOERI middle size cavitation tunnel and to acquire useful propeller noise data. Background noise of MOERI(Maritime and Ocean Engineering Research Institute) cavitation tunnel is experimentally analyzed. Experiment carried out in the MOERI cavitation tunnel with wake screen or dummy body, which is simulated the wake. Propeller BPF noise is measured under various operating conditions. In order to secure the reliance of measured propeller noise dada, background noise of each operating conditions are measured and analyzed. The noise characteristics are analyzed according to the operating condition.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.73-78
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• 2008

There has been need for safety monitoring systems for the social infrastructures. These infrastructures are subject to degradation over time, reduced functionality, and loss of functionality as a result of factors such as a wide variety of installation environments, natural disasters, and nearby work. Therefore, it is necessary to perform appropriate inspections, repairs, and renovations to ensure safe and efficient maintenance and operation. This paper introduces the example of the development of the safety monitoring system for operating railway tunnel. Tunnel profile measuring system using laser beam, crack gauges, accelerometer and a pluviometer were implemented to monitor the safety of a deteriorated tunnel. The measured data were transferred through wireless network and analyzed in real time. The safety criteria for tunnel stabilities and train operations are also discussed.

• 한국터널지하공간학회 논문집
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• 제18권2호
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• pp.183-193
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• 2016

운영 중 터널의 역해석을 통한 안정성 평가는 다루기 어려운 개념이다. 특히, 해저터널처럼 라이닝이 상대적으로 두껍게 시공된 경우에 발생하는 내공변위가 작기 때문에, 일반적으로 터널 역해석에 사용되는 변위 기반의 터널 역해석에는 한계가 있을 것으로 판단된다. 여기서는 FLAC3D 프로그램에 내장된 FISH 언어를 사용해서, 다양한 역해석 알고리즘 중에 차분진화 알고리즘의 구축을 통한 터널 역해석에 대한 적용성을 확인하였다. 또한, 변위 기반의 알고리즘 구축과 더불어 응력 계측값 등 다양한 인자의 적합성을 확인하여 터널 라이닝의 안정성을 평가하고자 한다.

• 한국화재소방학회논문지
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• 제22권1호
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• pp.61-67
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• 2008

본 연구에서는 화재가 발생한 전동차가 지하철 역사에 정차된 상황에서 승강장과 터널에 설치된 환기팬 작동 유무 및 전환 시간에 따른 열 및 연기 배출 특성 예측을 위하여 수치해석을 수행하였다. 환기팬 작동 방식에 따른 온도, 일산화탄소 및 가시거리 분포를 피난자의 호흡높이를 1.7m로 고려하여 비교 분석하였다. 수치해석 결과 터널 환기팬 작동으로 인하여 승강장 내의 열 및 연기가 신속히 터널부로 배출되었다. 또한 피난 진행 중에는 승강장 환기팬을 작동하고 피난이 완전히 완료된 후 터널에 설치된 환기팬을 작동하는 것이 효과적인 배연방법임을 확인할 수 있었다.

• 한국기계연구소 소보
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• 통권10호
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• pp.79-97
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• 1983

This report includes the general descriptions on the Cavitation Tunnel, newly installed at the Ship Research Station, KIMM, and also on the functions and operating procedures of the major measuring equipments. It also includes the results of the trial operation of the Tunnel and testing techniques in the Cavitation Tunnel.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 추계학술대회 논문집
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• pp.313-336
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• 2007

고속철도는 일반철도와는 달리 터널구간에서 여러 가지 공기역학적인 문제가 발생한다. 개활지와 비교하여 크기가 매우 작은 터널에서 고속으로 운행하는 열차는 큰 공기저항을 받게 되어 주행 안정성이 떨어지고, 터널 내의 급격한 압력변동으로 객차 내 승객의 이명감 발생, 터널출구에서의 소음공해 등 일반철도에서는 예상치 못했던 문제를 유발시킨다. 이 같은 문제점을 해결하기 위하여 본 고에서는 공기압의 특성 분석에 대하여 소개하고자 한다. 수치시뮬레이션을 통해 이명감 기준을 만족하는 최적의 단면을 검토하였다. 또한, 경부고속철도를 운행하는 열차에서 객차내 압력을 측정하였고, 화신5터널에서 터널내 압력 및 터널출구에서의 미기압을 측정하였다. 동시에 열차주행 모형실험을 수행하여 수치시뮬레이션의 입력조건으로 사용된 각종 매개변수 등의 적정성을 비교 검증하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.1343-1350
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• 2005

In this study, the whole deformation conditions of domestic old tunnels and reinforcement methods for deformation tunnels were investigated and analysed, and the present conditions, occurrence cause and reinforcement methods of cavity behind the tunnel lining were investigated and analysed comprehensively. The deformation causes of domestic old tunnels could be classified in three kinds : change of earth pressure operating tunnel ground, material problem of concrete lining, mistake of design and construction. As a result of analysis, the tunnel deformation was occurred by not specific cause but various cause As a result of investigation for 455 domestic tunnel data, more than 70% of the tunnel deformation was related to leakage and the other deformation cause also accompanied leakage mostly. An applied reinforcement method was related to leakage and flood prevention measures, but application of reinforcement method for boundary area between tunnel and ground and tunnel periphery which influence on the tunnel stability was still defective. The cavity of domestic old tunnel occupied about 16% of the total tunnel length and about 68% of cavity was located in the crown of tunnel, and besides, the occurrence cause of cavity was analysed to design, construction and management cause. The filling method for cavity using filling material was comprehensively appling to cavity behind tunnel lining.