• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.947-954
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• 2008

Nowadays many urban subways are frequently constructed under the building and the river by the use of tunneling method. Especially, the majority of the tunnel are constructed even with shallow depth under the ground in the weathered soil. Since the tunnel are generally designed on the basis of the geographic soil investigation, the stability of the tunnel should be checked with the realistic data instrumented during construction. The displacement of the tunnel occurs in front of the end face during the excavation of the tunnel, which is called as pre-displacement. The total displacement can be figured from the exact pre-displacement, which is very difficult to measure without using any device installed in front of the tunnel end face. In this study, the pre-displacement measured from horizontal inclinometer was analyzed to know the co-relation with the total displacement and also, the trend and the characteristics of the tunnel deformation during construction was suggested through the regression analysis of the measured data.

• Geomechanics and Engineering
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• 제29권3호
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• pp.331-338
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• 2022

Face stability analyses provides the most probable failure mechanisms and the understanding about parameters that need to be considered for the evaluation of ground movements caused by tunneling. After the Upper Bound Method (UBM) solution which can consider the influence of seepage forces and depth-dependent effective cohesion is verified with the numerical experiments, the probabilistic model is proposed to calculate the unbiased limiting tunnel collapse pressure. A reliability analysis of a shallow circular tunnel driven by a pressurized shield in a frictional and cohesive soil is presented to consider the inherent uncertainty in the input parameters and the proposed model. The probability of failure that exceeding a specified applied pressure at the tunnel face is estimated. Sensitivity and importance measures are computed to identify the key parameters and random variables in the model.

• Geomechanics and Engineering
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• 제38권6호
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• pp.583-591
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• 2024

To properly simulate the excavation process and evaluate the structural stability of the tunnel, rigorous large deformation analysis method is necessary. This study applies two most widely used numerical approaches capable of modelling and considering the large deformations behavior during excavation process to analyze and evaluate the structural stability of circular tunnel based on tunnel boring machine (TBM) excavation. By comparing and combining the results from two numerical approaches, the deformation of the excavated ground will be analyzed. The stability of the circular tunnel from TBM tunneling was assessed based on the maximum deformation occurred during the excavation process. From the numerical computation it was concluded that although the range of the damage on the ground done during excavation was found to be larger under hard rock condition, maximum deformation within the circular tunnel structure was larger under weak ground conditions and deeper tunnel depths.

• 한국터널지하공간학회 논문집
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• 제6권4호
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• pp.345-356
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• 2004

지하구조물을 축조하는 공법으로 기존에 가장 많이 사용해 온 것이 개착식 공법이나, 지상교통 흐름을 방해하고 공사소음 및 주변 지반의 침하로 인한 민원 발생 등 많은 문제점을 야기해 왔다. 많은 경우에 있어 지중에 매설된 상수도관 하수도관 도시가스관 고압 전력구 통신 케이블 등 지중 매설물의 위치가 정확하게 파악되지 않아서 안전한 시공에 어려움이 크고, 개착공사 시 지하지장물의 이설로 인한 공지지연 및 추가공사비가 소요될 것으로 판단되다. 따라서 본 논문에서는 기존 지하구조물 축조공법을 개선하여 슬래브강관과 PC벽체 트렌치를 이용한 터널축조공법 (T.R.c.M.)을 서울지하철 현장에 적용한 시공사례를 소개하고자 한다. 연구결과, T.R.c.M.공법은 진동과 소음을 최소화하여 주변환경과 교통의 흐름에 전혀 지장을 주지 않고 안정적으로 터널을 축조할 수 있는 공법임을 알 수 있었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.273-280
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• 2003

Tunneling in difficult geological conditions is often inevitable especially in urban areas. Ground improvement and reinforcement techniques are often required to guarantee safe tunnel excavations and/or to prevent damage to adjacent structures. The steel pipe-reinforced multi-step grouting method has been recently applied to tunnel sites in Korea as an auxiliary technique. In this study, the face stability with steel pipe-reinforced multi-step grouting was evaluated by simultaneously considering two factors: one is the effective stress acting on the tunnel face calculated by limit theorem and limit equilibrium method; the other is the seepage force obtained by means of numerical analysis. The study revealed that the influence of the steel pipe-reinforced multi-step grouting on the support pressure in dry condition is not significant while there is relatively a large amount of reduction in seepage forces by adopting the technique in saturated condition. The effect of the anisotropy of permeability on the seepage force acting on the tunnel face was also estimated by conducting the coupled analysis. It was found that a higher horizontal permeability compared with the vertical one causes reduction in the seepage force acting on the tunnel face.

• 한국지반환경공학회 논문집
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• 제8권6호
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• pp.29-36
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• 2007

지표면 침하량, 침하 기울기 그리고 터널주변의 지반변위에 대한 관리와 예측은 도심지 터널 시공에 있어서 주요한 인자가 된다. 본 논문은 도심지 NATM터널의 변형거동에 대한 세밀한 분석을 위하여 사례분석과 수치해석적인 방법을 통하여 굴착에 따른 지반 평가와 거동 예측을 수행하였다. 수치해석적인 방법은 FLAC-2D 변형률 연화모델과 탄소성모델을 이용하였다. 현장계측은 지표면 침하와 지중변위를 수행하였으며, 계측결과는 시공중 설계물성치의 재설정에 이용되어졌다.

• Bulletin of the Korean Chemical Society
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• 제32권4호
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• pp.1187-1194
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• 2011

The hydrogen abstraction reaction of $CF_3CH_2CHO$ + OH has been studied theoretically by dual-level direct dynamics method. Two stable conformers, trans- and cis-$CF_3CH_2CHO$, have been located, and there are four distinct OH hydrogen-abstraction channels from t-$CF_3CH_2CHO$ and two channels from c-$CF_3CH_2CHO$. The required potential energy surface information for the kinetic calculation was obtained at the MCG3-MPWB//M06-2X/aug-cc-pVDZ level. The rate constants, which were calculated using improved canonical transitionstate theory with small-curvature tunneling correction (ICVT/SCT) were fitted by a four-parameter Arrhenius equation. It is shown that the reaction proceeds predominantly via the H-abstraction from the -CHO group over the temperature range 200-2000 K. The calculated rate constants were in good agreement with the experimental data between 263 and 358 K.

• 한국정보통신학회논문지
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• 제5권7호
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• pp.1257-1262
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• 2001

최근에 경제적인 대안으로 IP over WDM 네트워크가 주목을 받고 있다. IP over WDM은 광대역 수용 능력, 네트워크 확장성 외에 여러 장점을 가지고 있다. IP 기반에서, "lambda-labeling"은 IP over WDM에 직접적으로 적용할 수 있다. 본 논문에서는 현재 IETF측 중심으로 연구중인 MPLambdaS 개념을 기초로 하여 광 인터넷의 진화를 고려한 구조적인 접근 방법을 연구한다. MPLS 도메인과 MPLamdaS 도메인간에 연동을 고려하여 전자적인 다수의 LSP를 광 LSP로 모으는 레이블 스택 개념을 이용한 람다 LSP 터널링 기술을 적용하여 전자적인 MPLS 와 광 MPLamdaS 간의 연동 방안을 제안하고 이를 지원하는 Edge Optical LSR의 구조를 제안한다. 구조를 제안한다.

• 한국터널공학회:학술대회논문집
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• 한국터널공학회 2005년도 학술발표회 논문집
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• pp.87-104
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• 2005

Rock masses represent natural systems that are inherently complex and in which multiple mechanisms occur. Rock engineering systems such as tunnel and slope interact with surrounding systems through an exchange of both mass and energy. Accordingly the complex nature of rock masses calls for a system approach, and the open nature of rock engineering even requires the engineering to be controlled by a system approach for surrounding environments. However, traditional methods cannot take all variables and their interactions into account and are limited to the system with single mechanisms. Therefore, they are not proper for a complex and open system, and also cannot portray the whole system. Thus, a system approach is indispensable to rock engineering for dealing with the whole of a complex and open system. In this paper Mechanism Path Analysis Methodology (MPAM) Is Introduced for a system approach to rock engineering. The analysis by the methodology gives us all the information of systems behavior in the context of the whole system in order to accomplish the optimum design in accordance with the project objectives and analysis purposes. As an application a conventional model for the evaluation of TBM tunneling performance system is analyzed by MPAM and the result is compared with that by a traditional method.

• 한국인터넷방송통신학회논문지
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• 제12권5호
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• pp.219-227
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• 2012

본 논문에서는 색 정보 분석기법을 이용한 효율적인 CCTV 영상 보안 시스템의 설계 및 구현에 관하여 기술한다. 기존의 방법에서는 주로 압축 알고리듬과 암호화 기법을 이용하여 데이터 처리 비용을 절감하였다. 그러나 본 논문에는 데이터의 절대량을 감소시키기 위하여 영상 데이터의 중복 요소 제거를 위한 색 정보 분석 기법을 제안한다. 또한 SSL/VPN 터널링 기법을 이용하여 CCTV 영상 보안 시스템의 성능을 향상 시키는 방법을 제안한다. 본 논문에서 제안하는 방법을 사용하면 대용량 정보의 효율적인 처리 및 보안 문제를 해결할 수 있으며, 구현 결과를 통하여 처리 대상이 되는 영상 데이터가 대폭 감소됨을 확인하였다.