• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2001.03a
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• pp.132-138
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• 2001

홍콩 HMRT(Hongkong Mass Railway Tunnel) 지하철 공사현장에서는 터널굴착시 나타난 고경사절리로 인해 상당한 여굴이 발생하였다. 이에 대한 원인을 규명하기 위하여 각 터널별로 발생한 여굴의 양과 위치 등을 조사하고 이를 입찰설계단계에서 이루어진 시추공조사와 굴착단계에서의 막장검측에 의한 지질조건과 서로 비교, 분석하였다. 터널굴착에서 발생하는 여굴은 막장의 고경사 절리의 분포와 방향에 의해 영향을 받았으며, 암반조건 RQD, Q'와도 밀접한 관계를 가지는 것으로 나타났다. 본 현장의 분석에 따르면 터널설계시 고경사절리의 존재여부 및 분포, 방향성 등을 면밀히 조사하고 해석하여 사전에 여굴의 발생 가능성을 확인하는 것이 필요하다.

• Journal of Korean Society of Disaster and Security
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• v.10 no.1
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• pp.11-17
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• 2017

The case study on ground subsidence was conducted and the cause of ground subsidence was evaluated, main cause were insufficient site exploration, inaccurate strength parameters, defective temporary wall, insufficient reaction for boiling and heaving, excessive excavation and so on. Risk factors during excavation were identified from the cause of ground subsidence and risk factors were site exploration, selecting excavation method, structure analysis, measurement plan, excavation method construction, underground water level change, natural disaster and construction management. The survey of the experts on risk factors identified was conducted to evaluate the importance of risk factors, and confidence analysis was performed to evaluate the significance level between survey result and survey respondent using Chi-square Test.

• Journal of Korean Society of Disaster and Security
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• v.10 no.1
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• pp.43-46
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• 2017

Recently, the development of underground space is being actively carried out in the urban area by saturation, and the excavation works are mainly carried out by various excavation methods by the structures adjacent to the ground and underground excavation. During such excavation work, ground subsidence accidents are occurring due to inattention construction, lack of construction technology, and leakage of ground water. For the prevention of ground subsidence we studied the method of risk influence factors by soil investigation. Analysis of 75 sites soil investigation by U.S.C.S (Unified Soil Classification System), construction method, depth of excavation and we studied the risk influence factors with ground subsidence.

• Journal of Korean Tunnelling and Underground Space Association
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• v.4 no.3
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• pp.185-193
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• 2002

In this paper, deformation behavior of shallow subway tunnel excavated in weathered soil and reinforcement effects of longitudinal support measures are investigated via three dimensional FDM analysis. Two excavation methods, half-face excavation and full-face excavation, are considered in simulation to study the influences of excavation methods on tunnel deformation behavior. In addition, the reinforcing effects of RPUM and fiberglass pipe are compared. Face extrusion, covergence, preconvergence, and sidewall displacement are investigated to analyze tunnel deformation behavior, and surface settlement is used to analyze the effects of excavation methods and longitudinal supports measures. The simulation results show that half-face excavation induces larger convergence, preconvergence, sidewall displacement, surface settlement than full-face excavation, while full-face excavation induces larger extrusion than half-face excavation. In addition, under same excavation method, all displacements are larger when RPUM is only used for longitudinal support than when RPUM is jointly used with fiberglass pipes.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.4C
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• pp.153-162
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• 2009

This paper investigates the effects of excavation-induced ground movements on nearby structures, considering soil-structure interactions of different soil and structural characteristics. The response of four and two-story block structures, which are subjected to excavation-induced advancing ground movements, are investigated in different soil conditions using numerical analysis. The structures for numerical analysis are modelled to have cracks when the shear and tensile stress exceed the maximum shear and tensile strength. The response of four and two-story block structures are investigated with advancing ground movement phases and compared with the response of structures which are subjected to excavation-induced total ground movement. The response of structures is compared among others in terms of the magnitude and shape of deformations and cracks in structures for different structure and ground conditions. The results of the comparison provide a background for better understandings for controlling and minimizing building damage on nearby structures due to excavation-induced ground movements.

• 전기의세계
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• v.15 no.5
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• pp.46-49
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• 1966

본 조사연구는 한국전력주식회사의 위탁에 의하여 1967년 1월 초순에서 중순에 걸쳐, 서울대학교공과대학 응용과학연구소의 염영하, 현병구, 김동기 제교수와 같이 실시한 것이다. 즉 청평발전소 제3호 발전기(40,000KW) 설치장소의 굴착작업이 이전시설 특히 제1호와 제2호 발전기 및 그 부대시설에 미치는 영향을 조사하고, 굴착의 최적작업방법을 제시한 것이다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.5C
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• pp.239-250
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• 2009

Tunnelling-induced settlements and lateral ground movements have been investigated by numerical parametric studies considering ground condition, excavation characteristics, and ground layers. Before the numerical study the existing methods of ground movement estimation have been collected and analysed to have some information of ground movements and to improve them providing a fundamental material for the numerical study. Numerical model simulation has been performed of a physical model test of tunnel excavation in which the ground movements were measured reliably and the results have been used to determine the numerical approach and the appropriate soil constitutive mode. With this procedure done, the results of numerical parametric studies have been put together to analyze and understand tunnelling-induced settlements and lateral ground movements.

• Tunnel and Underground Space
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• v.33 no.5
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• pp.299-311
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• 2023

Continuous excavation technologies are developed to improve the excavation rate of shield TBM. Continuous excavation is a technology that provides thrust to segments, excluding being installed one, to reduce tunneling downtime. This paper investigated the prior technology related to continuous excavation segments. The main technology was classified into helical segment, honeycomb segment, and conventional segment methods. The helical segment method has not been applied in actual construction yet, and the honeycomb segment method has not succeeded in commercialization. The continuous excavation method using conventional segments has been successfully demonstrated. The thrust force and operation method of the thrust jacks for the semi-continuous technology were analyzed. Continuous excavation TBM research is also progressing in Korea, and through the analysis of successful cases, the need to develop independent continuous excavation methods has been identified.

• New & Renewable Energy
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• v.3 no.4
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• pp.16-21
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• 2007

국토가 좁고 천연자원이 부족한 우리나라에서 전기생산의 대부분을 원자력 발전에 의존하고, 화력발전을 많이 활용하는 것은 당연한 일이다. 그러나, 각종 신기술의 개발과 함께 신에너지원에 대한 가능성이 증대되고 있어 이에 대한 연구와 투자도 소홀히 할 수 없는 상황에 있다. 신에너지원으로 거론되는 여러 가지 대안 가운데 비교적 국내기술로 접근하기 쉬운 부분이 지열을 활용한 분야이다. 일본, 필리핀, 인도네시아와 같은 화산국은 물론이고 우리나라와 같이 활화산이 없는 나라에서도 대심도에서는 지열자원이 고르게 분포해해 있을 것으로 추정되어 개발된 지열활용기술은 그 수요처가 상당히 젊다고 할 수 있다. 본 연구에서는 지열활용을 위하여 필수적으로 사용되는 지열정 굴착기법과 건설에 따라 우려되는 환경영향을 정리하였다. 지열활용에 사용되는 지열정의 종류를 파악하고, 그에 따른 굴착기술을 소개하였으며, 저비용 고효율 굴착을 위한 요소기술들을 정리하였다. 그리고, 국외의 자료를 통하여 지열발전 프로젝트에서 우려되는 환경영향을 조사하여 국내의 상황과 비교하여 고찰하였다.

• 한국신재생에너지학회:학술대회논문집
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• 2007.11a
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• pp.533-537
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• 2007

국토가 좁고 천연자원이 부족한 우라나라에서 전기생산의 대부분을 원자력 발전에 의존하고, 화력발전을 많이 활용하는 것은 당연한 일이다. 그러나, 각종 신기술의 개발과 함께 신에너지원에 대한 가능성이 증대되고 있어 이에 대한 연구와 투자도 소홀히 할 수 없는 상황에 있다. 신에너지원으로 거론되는 여러 가지 대안 가운데 비교적 국내기술로 접근하기 쉬운 부분이 지열을 활용한 분야이다. 일본, 필리핀, 인도네시아와 같은 화산국은 물론이고 우리나라와 같이 활화산이 없는 나라에서도 대심도에서는 지열자원이 고르게 분포해 있을 것으로 추정되어 개발된 지열활용기술은 그 수요처가 상당히 넓다고 할 수 있다. 본 연구에서는 지열활용을 위하여 필수적으로 사용되는 지열정 굴착기법과 건설에 따라 우려되는 환경영향을 정리하였다. 지열활용에 사용되는 지열정의 종류를 파악하고, 그에 따른 굴착기술을 소개하였으며, 저비용 고효율 굴착을 위한 요소기술들을 정리하였다. 그리고, 국외의 자료를 통하여 지열발전 프로젝트에서 우려되는 환경영향을 조사하여 국내의 상황과 비교하여 고찰하였다.