• Geomechanics and Engineering
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• 제34권1호
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• pp.17-27
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• 2023

Taking a subway shield tunnel in a certain section of Zhengzhou Metro Line 5 as an example, the field tests of shield cutting cement-soil monopile composite foundation were carried out. The load and internal force of the tunnel lining under the action of composite foundation were tested on-site and the distribution characteristics and variation laws of earth pressure around the tunnel under the load holding state of the composite foundation were analyzed. Five different load combinations (i.e., overburden load theory + q₀, Terzaghi's theory + q₀, Bierbaumer's theory + q₀, Xie's theory + q₀, and the proposed method (the combination of compound weight method and Terzaghi's theory) + q₀) were used to calculate the internal force of the tunnel structure and the obtained results were compared with the measured internal force results. The action mode of earth pressure on the tunnel lining structure was evaluated. Research results show that the earth pressure obtained by the calculation method proposed in this paper was more consistent with the measured value and the deviation between the two was within 5%. The distribution of the calculated internal force of the tunnel structure was more in line with the distribution law of field test data and the deviation between the calculated and measured values was small. This effectively verified the rationality and applicability of the proposed calculation method. Research results provided references for the design and evaluation of shield tunnels under the action of composite foundations.

• Geomechanics and Engineering
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• 제12권2호
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• pp.185-195
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• 2017

With the rapid development of urban underground traffic, the study of soil deformation induced by subway tunnel construction and its settlement prediction are gradually of general concern in engineering circles. The law of soil displacement caused by shield tunnel construction of adjacent buildings is analyzed in this paper. The author holds that ground surface settlement based on the Gauss curve or Peck formula induced by tunnel excavation of adjacent buildings is not reasonable. Integrating existing research accomplishments, the paper proposed that surface settlement presents cork distribution curve characters, skewed distribution curve characteristics and normal distribution curve characteristics when the tunnel is respectively under buildings, within the scope of the disturbance and outside the scope of the disturbance. Calculation formulas and parameters on cork distribution curve and skewed distribution curve were put forward. The numerical simulation, experimental comparison and model test analysis show that it is reasonable for surface settlement to present cork distribution curve characters, skewed distribution curve characteristics and normal distribution curve characteristics within a certain range. The research findings can be used to make effective prediction of ground surface settlement caused by tunnel construction of adjacent buildings, and to provide theoretical guidance for the design and shield tunnelling.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1991년도 추계학술발표회 논문집 지반공학에서의 컴퓨터 활용 COMPUTER UTILIZATION IN GEOTECHNICAL ENGINEERING
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• pp.195-215
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• 1991

This report deals with the process of the finite element computation and the design of the particular example tunnel (the double track section tunnel for Line 5, 7, 8 of Seoul Subway). The finite element calculations are performed with the program MISES 3 was developed from Austria which have been used in Eroupe. The principles of mechanic and mathematic analysis for the program MISES 3 are based on "The Finite Element Method -3rd Edition" by O.C zienkiewicz. The calculations are approximate analysis method divide continuum into quadrilateral element and calculate deformation and stress, according to the force equations at the node of the element. On the calculation of under excavation, this is a very convenient method and able to calculate compounded structure with tunnel lining and surrounding materials. Although calculated under the same factor and conditions, the result is not same solution, according to the shape of mesh. Therefore , it is important that we collect the construction results of NATM on the spot and by comparing the results of the finite element method with the surveying results review the validity of analysis model.sis model.

• 콘크리트학회논문집
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• 제14권3호
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• pp.341-348
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• 2002

유지관리 계측은 터널 구조물의 지속적인 안전성 확인과 최적의 유지관리가 되도록 객관적이고 연속적인 자료제공을 목적으로 한다. 최근 들어 각종 터널에 적용하는 사례가 급속하게 증가되고 있으나, 현재까지 터널에서 장기간 측정된 계측실적도 적고, 합리적인 분석방법 연구도 전무한 실정이다. 본 연구에서는 장기간 계측이 수행된 지하철 풍화대 통과 터널의 계측결과를 회귀분석하여 터널의 최종 지보재인 콘크리트 라이닝의 응력과 철근응력의 상관관계를 파악하였다. 또한, 터널 콘크리트 라이닝의 응력과 안전성의 분석을 통하여 유지관리 계측 빈도 및 관리 기준치의 현장 적용성을 검토하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 춘계학술대회 논문집
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• pp.1105-1113
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• 2008

Subway is used as a useful transportation method to solve the metropolitan traffic problem for its advantages of being not only accurate, safe and massive, but also of not producing any exhaustion gas in compare with the other ground transportation systems. However, noise inside the car due to concrete based rail track and tunnel structure has become a social problem. So, an analysis on the noise characteristics according to their routes and locations was made on the basis of the actually measured results from the trial run.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2003년도 춘계학술대회 논문집
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• pp.343-348
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• 2003

As one of countermeasures for vibration and noise source which come from train operation in subway system, the heavy-weighted tunnel structure and the low-vibration track design have been adopted. In recent the low-vibration concrete track have been constructed to enhance the maintenance effectiveness as well as the reduction of vibration. This paper is explaining and evaluating of the characteristics of vibration and its effects comparing to tile ballast track, concrete track, and full surface supported floating slab track installed on Express bus terminal in Seoul subway No. 7 line.

• 한국지반환경공학회 논문집
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• 제17권11호
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• pp.55-64
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• 2016

최근 지하공간을 활용한 도시의 기반시설 확충으로 인하여 시설물 상호 간의 근접시공이 많이 이루어지고 있으며, 근접시공으로 인한 시설물의 안정성과 관련된 민원이 빈번하게 발생하고 있는 실정이다. 본 연구에서는 근접시공으로 인한 정거장구조물의 거동특성을 파악하기 위해 김포도시철도 터널이 계획된 노선 상부의 지하철 5호선 김포공항역 정거장구조물을 대상으로 연구를 수행하였다. 정거장구조물의 안전영역 평가 및 굴착방법에 대한 개략적인 검토와 수치해석을 통한 상세검토를 수행하였으며, 손상도 평가, 궤도틀림 및 구조검토 결과 근접시공에 따른 정거장구조물의 안정성은 확보되는 것으로 평가되었다. 본 연구는 근접시공시 인접구조물에 미치는 영향을 사전에 검토하는 경우 기초자료로 활용될 수 있을 것으로 기대된다.

• 터널과지하공간
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• 제7권2호
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• pp.116-129
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• 1997

The objective of this study is to predict the minimization effect of the noise and vibration during the construction and the train operation regarding to the design modification of the Taegu Subway Line No. 1. It was suggested optimal control blasting methods to reduce the causing vibration Nuance to the resident in City Taegu and also proposed the better governing method to decrease the environmental hazard to the near buildings and residents during the train operation. When the high-density gaseous reaction of explosion products exerts a high pressure in motion outward, a dynamic stress field will be created in the surrounding buildings. Therefore, in the region close to the charge, permanent damage begins to occur at a great critical level of partial velocity, that is difficult from different structure as working conditions. It is reliable to predict that the damages could be reduced if we know the peak velocity and the exact reasons through the conducting of detail studies of structural analysis of the related buildings with the optimal blasting designs. A blasting technique should be deemed to take advantage of the reduction of damage of the surrounding rocks and structures to improve the in-city blasting. This is a typical in-city blasting operation where success depends on closely controlling the ground vibrations in case of better designed blasting methods. There are techniques that can be applied to prevent large vibrations from damaging the important buildings through the Route Modification of the Taegu Subway Line No. 1.

• 한국철도학회논문집
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• 제12권3호
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• pp.329-334
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• 2009

지하철은 지상교통과 비교하여 정확성, 신속성, 안전성, 대량성외에도 배기가스 배출이 없다는 이점 때문에 대도시 교통 문제 해결을 위한 유용한 수송 수단이 되고 있다. 그러나 콘크리트 도상에 의한 터널 구조로 객실내 소음이 사회적으로 문제가 되고 있다. 이에 객실 소음을 분석하기 위하여 임시열차 운행을 통하여 실측 된 결과를 토대로 소음의 경로와 위치별 소음의 특성을 분석하였다. 객실내 소음 저감을 위해서는 차량측면은 저주파 대역을 차량 바닥은 중대역구간의 소음 대비책을 강구 하여야 하며, 차량의 투과 손실 향상 및 차체의 기밀을 유지하는 것이 필요하다.

• 한국산학기술학회논문지
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• 제17권4호
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• pp.758-765
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• 2016

본 논문은 터널 환경 측정 시스템 개발 및 측정 I -개발 시스템 및 지하철터널 측정- [1]의 후속논문이다. 일반적인 철도터널 형태를 보이는 20.3 km 연장의 고속철도 복선터널인 금정터널에 환경측정장치를 설치하여 약 1년간 환경 측정한 결과에 대하여 논하였다. 월별 터널 내의 온도 및 상대습도에 대하여 측정한 결과를 분석하였으며, 겨울과 여름의 특정 일을 선택하여 측정결과를 분석하였다. 월별 온도의 경우, 터널 내부의 온도가 여름에는 외기의 온도와 거의 유사하였으나, 겨울에는 현저하게 높았다. 지중 온도가 연중 일정한 상황에서 여름에는 터널이 외기의 영향을 많이 받아 외기와 유사한 온도를 나타냈으나, 겨울에는 지열과 열차에서 발생하는 열 등에 의해 온도가 더 높은 것으로 보인다. 또한 측정장치의 설치 위치별 환경 특성에 대하여 분석하였다. 터널 내부에서는 외기와 바로 연결되어 있는 수직구와 사갱이 본선에 비하여 온도와 상대습도의 변화가 심하게 나타났는데, 이는 수직구와 사갱이 외기와 바로 연결되어 있어 외기의 영향을 더 많이 받기 때문이다. 이러한 분석 결과는 터널의 환기나 공기질 개선, 온열환경 개선 등의 연구에 폭넓게 사용될 수 있을 것으로 기대된다.