• Journal of Korean Tunnelling and Underground Space Association
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• v.4 no.3
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• pp.207-216
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• 2002

Conventional Korean tunnel portals require a lot of overburden. For stability reasons, about 1.5 to 2.0 times the tunnel diameter is needed for the height in order to achieve a sufficient arching effect. Thus, considerable movement of earth and support constructions are required which lead to undesirably large changes of and damage to the environment. With a massively designed pipe roof, tunnels at low overburden can be built. To effectively construct pipe roof as an advanced safeguarding method, the following properties are indispensable: stability, insensitivity to settling and drilling accuracy. A new pipe roof method, AT-casing system, has been developed which on the one hand entirely combines the properties mentioned above, and which on the other hand permits the construction of safe, economical and environmentally friendly tunnels at low overburden heights of 3 to 5m.

• Magazine of korean Tunnelling and Underground Space Association
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• v.3 no.1
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• pp.46-54
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• 2001

• Proceeding of EDISON Challenge
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• 2013.04a
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• pp.217-220
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• 2013

기존 플래시 메모리의 물리적 한계를 극복하여 저전압, 저전력 비휘발성 메모리 소자를 얻기 위해서는 터널링 장벽 제어가 필수적이며, 저유전체와 고유전체를 적층한 VARIOT 구조는 터널링 장벽 제어에 매우 효과적이다. 우리는 비평형 그린함수 방법을 이용하여 전자 수송을 계산함으로써, VARIOT 구조가 기존의 단일 유전층 구조에 비해 비휘발성 메모리 관점에서 얼마나 향상되었는지를 분석하고, 터널링 장벽 제어에 있어 고유전체가 가져야 할 가장 유리한 조건을 찾아내었다. 또한 유효질량이 에너지 장벽(유전층)의 전계 민감도와 거의 무관함을 보임으로서 시뮬레이션 결과가 합리적임을 증명하였다.

• Proceedings of the Korea Information Processing Society Conference
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• 2001.04b
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• pp.681-684
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• 2001

본 논문에서는 기존의 IP 망에서 호스트의 이동성을 지원하기 위한 Mobile IP 개념을 ATM 망에 적용할 경우, Mobile IP 망에서 HA(Home Agent)와 FA(Foreign Agent) 사이에 존재하는 Mobile-IP 터널링(tunneling) 구간을 기존의 LAN 기반의 IP 터널링 구간과 ATM 망에서의 단거리 터널링(short-cut tunneling) 구간으로 구분하여 관리하는 방안을 제안하였다. 특히 ATM 망에서의 short-cut 터널링을 구성하기 위하여 기존의 NHRP 프로토콜을 이용함으로써 대량의 데이터 전송 시 종단간 전송 지연을 줄일 수 있는 장점이 있다. 본 논문에서는 송신노드, 이동노드, HA 및 FA 가 이질적인 두 망에 존재하는 경우 적절한 Mobile-IP 터널링 구간을 이룰 수 있음을 보인다.

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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• 2006.04a
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• pp.125-130
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• 2006

본 연구는 터널공사현장을 대상으로 기존의 터널 측량 방법에서의 문제점을 분석하여 오차요인과 경비절감 문제등을 해결할 수 있는 측량시스템을 개발하여 기존방법과 본 연구방법을 적용하여 측량 및 시공하였을 경우를 비교 분석함으로써 공정관리의 효율성 증대를 위한 측량방법을 제안하였다. 이러한 문제점들을 해결하기 위하여 측량 장비와 Note book을 연결하여 현장에서 실시간으로 터널측량과 동시에 위치 및 오차들을 결정할 수 있는 시스템을 개발하였다. 터널측량시스템을 개발함으로서 종래의 터널 측량시 오차발생을 최소화하고, 터널 굴착시의 미굴 및 여굴의 가능성을 최소화하여 시공풀질의 향상과 원가 절감 및 공기 단축 등의 효과를 가져 올 수 있도록 하였다.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2006.04a
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• pp.312-315
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• 2006

배수공법으로 터널을 설계할 때 다양한 지질조건에 따라 터널내로 유입되는 지하수 용수량과 배수관의 배수능력을 비교 검토하였다. 기존 설계 기준에 의한 터널 배수관은 다양한 지질조건을 가지는 대수층의 수리전도도에 따라 안정성 여부가 달라지는 것을 알 수 있었다. 기존 배수관 (${\Phi}300m/m$)으로 터널을 설계할 경우 투수성이 좋은 석회암 구간 및 파쇄대 구간에서는 문제가 생길 가능성이 높고, 풍화 받지 않은 암반층의 경우에는 터널길이 20km까지 지하수 용수량을 수용 가능한 것으로 판단된다.

• Proceedings of the KSR Conference
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• 2008.11b
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• pp.891-896
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• 2008

Behavior of the existing tunnel in the jointed rocks was affected by the adjacent slope excavation. In this study, large scale model tests were conducted. To investigate the tunnel distortion depending on the excavated slope angle and the joint dip of the ground performed model tests were numerically back analyzed. Consequently, as the joint dip and slope angle became larger, the tunnel distortion was tended to be larger. Ground displacement was also greatly dependent on the joint dip and the excavated slope angle, which indicated the possibility of the optimal slope reinforcement.

• Tunnel and Underground Space
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• v.20 no.5
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• pp.369-377
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• 2010

Applied to the braced wall in order to stabilize the adjacent tunnel. A pre-load of bracing was imposed to prevent the horizontal displacement of the braced wall during the ground excavation. For this purpose, real scale model tests were conducted, without and with pre-load on braced wall. Real scale model tests were conducted, without and with building load (0 m, 1D, 2D) on ground surface. As a result, it was found that the stability of the existing tunnel adjacent to the braced wall could be greatly enhanced when the horizontal displacement of the braced wall was reduced by applying a pre-load, which was larger than the designated axial force of bracing. In this paper, the behaviors of braced wall and adjacent tunnel was studied. Model tests in 1:10 scale were performed in real construction sequences. Adjacent tunnel was 12 m in diameter and the size of test pit was 2.0 m (width) ${\times}$ 6.0 m (height) ${\times}$ 4.0 m (length) in dimension.

• Journal of Korean Tunnelling and Underground Space Association
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• v.23 no.5
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• pp.339-357
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• 2021

As the construction of trans infrastructure using the underground tunnel have been rapidly increased, various nearby excavation of existed underground facility including subway structure has been occurred in urban tunnelling. The concern and worry relating to the safety and stability of the existed facility by nearby excavation is becoming the key issues in urban tunnelling. In this study, it was conducted for existed the subway station structure at Seoul subway line which was closely located in the new Dongbuk urban metro railway to determine the behavior characteristics of station structure according to adjacent tunnel construction. Also, it was reviewed the evaluation of the safety zone and excavation method for subway structure. And after a review of damage evaluation, track irregularities and structural calculation by using a numerical analysis, stability of the subway structure according to nearby tunnel excavation was evaluated to be secured. This study is expected to be applied as useful reference in advance if you need to review the effects of existed structure according to nearby construction in complex urban tunnelling.

• Journal of the Korean Geotechnical Society
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• v.17 no.6
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• pp.245-255
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• 2001

Existing cut-and-cover tunnels are designed regardless of cut-slope under the assumption that the overburden weight of backfill soil acts on tunnel arch and the earth pressure at rest acts on tunnel walls. However, actual earth pressures acting on the tunnel lining depend on open-cut size composed of cut-slope and cut-width, and thus the tunnel lining shows a different structural behavior. This study investigated the effect of cut-slope on structural behavior of the cut-and-cover tunnel lining as follows; Firstly, a comprehensive numerical analysis method using FLAC2D code was used and verified by field measurements of tunnel profile. Secondly, based on the verified numerical analysis technique, earth pressure acting on the lining, and displacement and sectional force developed on the lining were estimated with various shapes of cut-slopes$30^{\circ}\;, 456{\circ},\; 60^{\circ},\; and\;75^{\circ}%). Numerical analysis results indicate that the steeper cut-slope shows the more displacement and moment of the tunnel lining.