• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.201-208
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• 1999

The NATM(New Austrian Tunnelling Method) has been used for tunnelling since 1980's. But Collapses of tunnel under construction take place frequently, especially at urban areas because of adjacent buildings, underground conduits and traffic loads. This paper is a case study on the reinforcement method of subway tunnel at urban areas. In this study, ground inspection, geological investigation, laboratory test and numerical analysis by means of FDM program were carried out. The tunnel excavation was stopped because of over excessive brake of tunnel crown and shotcrete was installed to prevent deformation of adjacent ground as the temporary method. From the result of field survey and geological investigation, it is found that the soft weathered soil was distributed to the ground of tunnel invert unlike original investigation. The results of the analysis and the study show that the SGR(Space Grouting Rocket) method and Umbrella method can be applied for the stability of tunnel excavation and in addition the reinforcement of concrete lining is required for long-term stability of tunnel.

• Geomechanics and Engineering
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• 제28권6호
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• pp.573-584
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• 2022

Water inrush may occur during seaside urban tunnel excavation. Various factors affect the water inrush, and the water inrush mechanism is complex. In this study, nine evaluation indices having potential effects on water inrush were analysed. Specifically, the geographic and geomorphic conditions, unfavourable geology, distance from the tunnel to sea, strength of the surrounding rock, groundwater level, tidal action, cyclical footage, grouting pressure, and grouting reinforced region were analysed. Furthermore, a two-step interval risk assessment method for water inrush management during seaside urban tunnel excavation was developed by a multi-index system and interval risk assessment comprised of an interval analytic hierarchy process, fuzzy comprehensive evaluation, and relative superiority analysis. The novel assessment method was applied to the Haicang Tunnel successfully. A preliminary interval risk assessment method for water inrush was performed based on engineering geological conditions. As a result, the risk level fell into a risk level IV, which represents a section with high risk. Subsequently, a secondary interval risk assessment method was performed based on engineering geological conditions and construction conditions. The risk level of water inrush is reduced to a risk level II. The results agreed with the current tunnel situation, which verified the reliability of this approach.

• 한국도시철도학회논문집
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• 제6권4호
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• pp.309-317
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• 2018

Sudden pressure changes caused by the high-speed train entering the entrance of the tunnel are propagated into the tunnel and spread out around the tunnel in the form of a micro pressure wave at the exit of the tunnel. This phenomenon can cause noise and vibration around the tunnel, causing damage to the surroundings. Analysis of this phenomenon is very difficult, but the development of analytical technology has revealed more phenomena than in the past. In this study, we propose this method of analysis and compare it with the experimental data to show the data with higher reliability.

• 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.

• 한국터널지하공간학회 논문집
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• 제19권1호
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• pp.11-27
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• 2017

서울시 등의 국내 주요 도심은 지역적 팽창에 따라 도로망 체계가 급격하게 발전하였고 도시민이 안락하고 풍요로운 생활을 영위하도록 전력, 통신, 상수도, 하수도, 냉 난방관로, 가스관 등이 무분별하게 개별 매설되었으며 비효율적으로 개별 관리되고 있다. 국토계획법에서는 Life-Line을 공동 수용함으로써 도로의 반복 굴착을 줄이고 도시 미관의 개선, 포장 내구성 향상에 따른 주행성능 향상 그리고 원활한 교통소통 등을 기대하는 도시계획 시설물로 공동구를 정의하고 있다. 최근 기존 도심지의 재정비 측면에서 쾌적한 도시공간 조성, 지하공간 이용 효율과 도로관리 효율 향상, 지진 및 도로함몰에 대한 재난안전성, 스마트 그리드와 전기자동차 보급과 같은 미래 생활환경 변화에 대한 신속한 대응 등을 기대할 수 있는 기존 도심지의 공동구 설치 필요성이 증가하고 있으나 국내에 설치된 모든 공동구는 신도시 개발에 따라 계획된 Life-Line을 모두 수용하도록 설치한 개착식 공동구 형태이다. 기존 도심지에서는 현재 가동중인 모든 Life-line을 모두 수용할 수 없으므로 도심지 유형별 공동구 설치 타당성 평가시스템을 활용한 설계용량 최적화 등의 새로운 연구가 필요하다. 본 연구는 신도시 공동구를 탈피하고 기존 도심지를 대상으로 평가지표에 의한 정량적 평가모델을 제시 하는 등 유형별 타당성 평가시스템을 세분화하며 정량적 평가시스템의 구현이 가능한 프로그램을 개발해 궁극적으로 도심지 공동구 활성화에 기여하고자 한다.

• 한국측량학회지
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• 제39권6호
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• pp.371-380
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• 2021

본 연구는 지하공간통합지도에서 다루고 있는 지하시설물(구조물형) 중 터널 부문에 해당하는 지하차도, 지하철 선로를 대상으로 3차원 터널 데이터 모델을 설계하는 것을 목적으로 한다. 이를 위하여 우선 터널 데이터 모델과 관련한 국제 표준 간의 특징을 비교·검토하였으며, 그 결과 CityGML 3.0 - tunnel module이 기존 표준과 비교했을 때 3차원 터널 데이터 모델을 설계함에 있어서 가장 적합한 데이터 모델임을 알 수 있었다. 이후 3차원 터널 데이터 모델의 표준 요소 도출을 위하여 법·제도적 규정을 검토하고, 관련 분야 전문가를 대상으로 수요조사를 실시하여 지하차도와 지하철 선로의 추가·확장 표준 요소를 도출하였다. 위와 같은 과정을 토대로 UML을 이용하여 3차원 터널 데이터 모델을 설계 및 제시하였다. 본 연구는 지하공간통합지도의 활용도 제고를 위한 기반 연구로써 그 의의가 있을 것으로 판단된다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2007년도 춘계학술대회B
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• pp.2923-2928
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• 2007

The study of model for velocity and turbulence within the urban canopy was carried out. To evaluate existing urban model we conducted wind tunnel experiment and large-eddy simulation (LES). Mean velocity profile and turbulence are measured within simple three different obstacle arrays. To obtain supplemental data and to verify morphological model large-eddy simulation was performed. Several methods have been used to achieve embodying the flow field in urban area. Recently, morphological method obtaining flow parameters from the statistical or physical representation of obstacle elements is a arising method. It was found that all morphological model, evaluated in this study, over predict the friction velocity, most sensitive one among the flow parameters. Velocity and turbulence in the urban canopy layer were improved by the correction using 'true' friction velocity.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.938-945
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• 2004

In order to cope with ever growing traffic flow and complexity in the urban area, construction demands for expanding and realigning of existing urban roads and massive development of underground space within the urban area are in its increasing trend, it is fact that, mainly due to lack of statistical data accumulation through real construction, technology and construction practice to support such demands can hardly be said to have been established enough and leave many things still to be developed. These circumstances therefore came to motivate me to get into a study for a particular subject of "Design Basics for Closely Neighbored Twin Tunnel" among others, and also to put forward subjects required to be further studied in this connection in the future as follows: 1) To make a new economical design model for closely neighbored twin tunnel not only to make a drain for center perfect but also a tunnel construction safe. 2) Further efforts should be exerted for establishment of general standards for design and construction of various types of large cross-section tunnels including Twin structure.

• 전기학회논문지
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• 제64권12호
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• pp.1796-1803
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• 2015

Unlike commercial LTE network, LTE-R railway network is arranged along a railroad track and the base stations of the network (RUs) are also installed on the waysides. For urban railway systems that are composed of underground tunnels, the leakage coaxial cables are widely used due to the radio propagation characteristics in tunnels. In theory, the tunnel sections are interpreted as the waveguide with blank spaces and for this reason, the tunnel sections are expected to be better than open ground sections in terms of the radio propagation characteristics. In this paper, we analyze the radio propagation characteristics based on this theory by replacing the leakage coaxial cables in the network with Yagi antennas. The test has been carried out in the 2.2km tunnel in the Daebul test track of KORAIL with 2.6GHz LTE-R Network. The LTE-R applicability in urban railways has been tested through the analysis on the radio propagation characteristics with the unmanned train operation system in Daebul tunnel.

• 한국안전학회지
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• 제7권4호
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• pp.55-61
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• 1992

An engineer designing a tunnel in an urban area should be to predict the magnitude and distribution of ground movements which are important to Investigate the potential damage to the existing structures around tunnel. The present study examines available theories and emprical equations, and tries to investigate quantativily ground movements around tunnel with tunnel progressing. Approcaches to the problem of ground movements associated with twin tunnel was and elasto - plastic finite element method. Typical section in Seoul Subway were selected in numerical study. The analysis and study was done with respect. to surface, subsurface and crown settlements with varying ground conditions, tunnel geommetry and construction conditions.