• 제목/요약/키워드: Underground station

검색결과 317건 처리시간 0.022초

Derivation of risk factors according to accident cases related to subway structures

  • Park, Hyun Chul;Park, Young Gon;Pyeon, Mu Wook;Kim, hyun ki;Yoon, Hee Taek
    • 한국측량학회지
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    • 제39권5호
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    • pp.329-341
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    • 2021
  • This study derives the risk-Influence factors for subway structures, the basis for the transition from the current subway disaster recovery-oriented maintenance system to a preemptive disaster management system, to reduce risk factors for existing subway structures. To apply reasonable risk assessment techniques, risk influence factors for subway underground structures using statistical information(spatial information) and risk influence factors according to frequency of accidents were selected to derive the risk factors. The significant risk factors were verified through ground subsidence (SI: Subsidence Impact)-based correlation analysis. This process confirmed that the subsidence of the ground was a risk influence factor for the subway structure. The main result of this study is that derive the risk factors to improve the risk factors of subway structures due to the rapid increase in disaster risk factors. The derived risk factors that were expected to affect the depression around subway stations and track structures did not show a noticeable correlation, but the cause of this may be that there is no physical connection between them, but on the other hand, the accumulated data may not accurately record the surrounding depression. Accordingly, in order to evaluate the risk of depression around the station and track, more intensive observation and data accumulation around the structure are required.

Intelligent cooling control for mass concrete relating to spiral case structure

  • Ning, Zeyu;Lin, Peng;Ouyang, Jianshu;Yang, Zongli;He, Mingwu;Ma, Fangping
    • Advances in concrete construction
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    • 제14권1호
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    • pp.57-70
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    • 2022
  • The spiral case concrete (SCC) used in the underground powerhouse of large hydropower stations is complex, difficult to pour, and has high requirements for temperature control and crack prevention. In this study, based on the closed-loop control theory of "multi-source sensing, real analysis, and intelligent control", a new intelligent cooling control system (ICCS) suitable for the SCC is developed and is further applied to the Wudongde large-scale underground powerhouse. By employing the site monitoring data, numerical simulation, and field investigation, the temperature control quality of the SCC is evaluated. The results show that the target temperature control curve can be accurately tracked, and the temperature control indicators such as the maximum temperature can meet the design requirements by adopting the ICCS. Moreover, the numerical results and site investigation indicate that a safety factor of the spiral case structure was sure, and no cracking was found in the concrete blocks, by which the effectiveness of the system for improving the quality of temperature control of the SCC is verified. Finally, an intelligent cooling control procedure suitable for the SCC is proposed, which can provide a reference for improving the design and construction level for similar projects.

저토피고 대단면 정거장터널의 설계 (Design on the large section of station tunnel under shallow overburden)

  • 정윤영;최해준;김병주;유봉운;김용일;오성진
    • 한국터널지하공간학회 논문집
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    • 제9권2호
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    • pp.171-182
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    • 2007
  • 도심지 개착구간의 교통 및 환경적인 영향을 최소화하기 위하여 단면적 $200\;m^2$ 이상의 정거장터널이 퇴적암반 중에 계획되었으나 토피고가 13 m 이하인 설계조건에 직면하게 되었다. 본 연구에서는 패턴설계가 아닌 시공사례와 아칭효과 발현을 기초로 세 가지 요소 - 단면형상의 영향, 작용하중의 적용방법, 지보방안과 터널안정성분석 - 를 중심으로 설계방향이 논의되었다. 단면형상의 역학적인 영향에 기초하여 기본설계안과 연구단면안이 유도되었고, 지보방안은 터널천반부의 침하방지 및 역학적인 평형상태를 유지하기위한 파이프루프 보조공법과 NATM의 지보원리를 활용하였다. 두 설계안의 비교분석으로부터, 터널라이닝을 개착구조물의 연장선상에서 제약한 설계조건과 터널안정성 및 철근배근의 시공성에 대해 기본설계안이 적합한 방안임을 확인할 수 있었다. 그리고 동일한 건축한계로 아치부의 응력집중이 발생되지 않는 안정적인 응력분포를 나타내는 연구단면안의 분석결과에서 보듯이 향후 대단면터널 설계기술의 향상을 위해 단면형상의 영향과 이완하중의 적용방안이 심도 있게 검토되어야 함을 알 수 있다.

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독도 물골 지하유출수의 수문학적 특성 (Hydrological Characteristics of the Underground Discharge at Moolgol in Dokdo, Korea)

  • 우남칠;이동엽;박종훈;김윤배;우민수;박찬홍
    • 자원환경지질
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    • 제55권1호
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    • pp.45-51
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    • 2022
  • 독도에서의 "인간의 거주 혹은 독자적인 경제활동을 영위할 수 있는가의 여부"는 국제법 상으로 독도의 지위를 결정하는 중요한 요소로 작용한다. 이러한 관점에서 독도의 활용가능한 물(water resource)에 대하여, 독도에서 유일하게 지하수 유출이 발생하고 있는 서도의 물골을 대상으로 조사한 수문학적 결과를 보고한다. 이 조사에서 평가한 물골의 지하수 유출량은 최소 1.1 m3/d로 나타났으며, 이는 기존의 연구들에서 제시한 결과와 통계적으로 유사하다. 물의 산소-수소 안정동위원소비를 통한 기원 분석에서 지하유출수의 기원은 강수로 판단되며, 일강수량을 기준으로 할 때, 강수의 약 36% 정도는 화산암 내의 절리를 통해 빠르게 지하수로 유출된다. 지하유출수의 수질은 생활용수와 음용수로 사용하기에는 높은 염도와 질산염 농도를 보이며, 이들은 해무와 파도 등에 의한 염분과 괭이 갈매기 등 조류 배설물로부터 기인된 것으로 판단된다.

지하 시각요소의 표지기능(標識機能)적 상징성에 관한 연구 -서울시 지하철 및 지하역(驛)의 환경그래픽을 중심으로- (A Study on the Symbolization of the Underground Visual Elements as a Signification-Function -Focus on the Environmental Graphics of the Subway Vehicle & Station in Seoul City-)

  • 김경만
    • 디자인학연구
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    • 18호
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    • pp.153-162
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    • 1996
  • 지하공간은 방위감각의 상실에서 오는 위치적 제한으로 인공적 표지환경에 의해 위치 및 행동방향을 결정해야 하는 부정적 환경요소가 많다. 따라서 시각언어로서의 환경그래픽이 대중적 표지기능을 갖기 위해서는 상징적 의미의 기호이론에서 연구되어야 하나 안목의 활용형태가 반복되고 지하철 관리체계의 다원화로 체계적 관리가 소홀하여 시각언어로서의 의미를 잃어가고 있다. 연구의 결과, 형태의 원인으로서 제공되는 시각적 지하 환경요소는 시각언어의 Communication 측면을 충분히 고려한 연구의 기초 위에서 도입, 관리되어야 한다고 보며, 따라서 지하 환경그래픽을 행태 유도 적 표지기능의 기호현상으로 볼 때 통사론적 기호현상과 은유적 표현으로서 화용 론, 활용형태로서의 의미론의 관점에서 연구되어야한다. 특히 색채언어, 형채 언어 등 시각적 환경요소가 내포적 의미의 보편적 표지기능이 되기 위해서는 뚜렷이 구분되는 시각언어가 활용되어야 한다.

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Field monitoring of splitting failure for surrounding rock masses and applications of energy dissipation model

  • Wang, Zhi-shen;Li, Yong;Zhu, Wei-shen;Xue, Yi-guo;Jiang, Bei;Sun, Yan-bo
    • Geomechanics and Engineering
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    • 제12권4호
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    • pp.595-609
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    • 2017
  • Due to high in-situ stress and brittleness of rock mass, the surrounding rock masses of underground caverns are prone to appear splitting failure. In this paper, a kind of loading-unloading variable elastic modulus model has been initially proposed and developed based on energy dissipation principle, and the stress state of elements has been determined by a splitting failure criterion. Then the underground caverns of Dagangshan hydropower station is analyzed using the above model. For comparing with the monitoring results, the entire process of rock splitting failure has been achieved through monitoring the splitting failure on side walls of large-scale caverns in Dagangshan via borehole TV, micro-meter and deformation resistivity instrument. It shows that the maximum depth of splitting area in the downstream sidewall of the main power house is approximately 14 m, which is close to the numerical results, about 12.5 m based on the energy dissipation model. As monitoring result, the calculation indicates that the key point displacement of caverns decreases firstly with the distance from main powerhouse downstream side wall rising, and then increases, because this area gets close to the side wall of main transformer house and another smaller splitting zone formed here. Therefore it is concluded that the energy dissipation model can preferably present deformation and fracture zones in engineering, and be very useful for similar projects.

Application of Fuzzy Logic for Predicting of Mine Fire in Underground Coal Mine

  • Danish, Esmatullah;Onder, Mustafa
    • Safety and Health at Work
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    • 제11권3호
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    • pp.322-334
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    • 2020
  • Background: Spontaneous combustion of coal is one of the factors which causes direct or indirect gas and dust explosion, mine fire, the release of toxic gases, loss of reserve, and loss of miners' life. To avoid these incidents, the prediction of spontaneous combustion is essential. The safety of miner's in the mining field can be assured if the prediction of a coal fire is carried out at an early stage. Method: Adularya Underground Coal Mine which is fully mechanized with longwall mining method was selected as a case study area. The data collected for 2017, by sensors from ten gas monitoring stations were used for the simulation and prediction of a coal fire. In this study, the fuzzy logic model is used because of the uncertainties, nonlinearity, and imprecise variables in the data. For coal fire prediction, CO, O2, N2, and temperature were used as input variables whereas fire intensity was considered as the output variable.The simulation of the model is carried out using the Mamdani inference system and run by the Fuzzy Logic Toolbox in MATLAB. Results: The results showed that the fuzzy logic system is more reliable in predicting fire intensity with respect to uncertainties and nonlinearities of the data. It also indicates that the 1409 and 610/2B gas station points have a greater chance of causing spontaneous combustion and therefore require a precautional measure. Conclusion: The fuzzy logic model shows higher probability in predicting fire intensity with the simultaneous application of many variables compared with Graham's index.

단일입자분석법을 이용한 지하상가에서 채취한 실내입자의 특성분석 (Single-particle Characterization of Aerosol Samples Collected at an Underground Shopping Area)

  • 강선이;황희진;박유명;강수진;김혜경;노철언
    • 한국대기환경학회지
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    • 제24권5호
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    • pp.594-603
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    • 2008
  • A single particle analytical technique, named low-Z particle electron probe X-ray microanalysis, was applied to characterize four samples collected at an underground shopping area connected to Dongdeamun subway station, in January and May 2006. Based on the analysis of their chemical compositions of the samples, many distinctive particle types are identified and the major chemical species are observed to be soil-derived particles, iron-containing particles. sulfates. nitrates, and carbonaceous particles. which are encountered both in coarse and fine fractions. Carbonaceous particles exist in carbon-rich and organic. Soil derived particles such as aluminosilicates, AlSi/C, $CaCO_3\;and\;SiO_2$ are more frequently encountered in spring samples than winter samples. Nitrate- and sulfate-con taming particles are more frequently encountered in winter samples, and those nitrate- and sulfate-containing particles mostly exist in the chemical forms of $Ca(CO_3,\;NO_3),\;Ca(NO_3,\;SO_4),\;(Na,\;Mg)NO_3\;and\;(Mg,\;Na)(NO_3,\;SO_4)$. Fe-containing particles which came from nearby subway platform are in the range of about 10% relative abundances for all the samples. It is observed that nitrate- and sulfate-containing particles and carbonaceous particles are much more frequently encountered in indoor aerosol samples than in outdoor aerosols, implying that $NO_x,\;SO_x$, and VOCs at the underground shopping area were more partitioned into aerosol phase.

Chemical Properties and Source Profiles of Particulate Matter Collected on an Underground Subway Platform

  • Ma, Chang-Jin;Lee, Kyoung-Bin;Kim, Shin-Do;Sera, Koichiro
    • Asian Journal of Atmospheric Environment
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    • 제9권2호
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    • pp.165-172
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    • 2015
  • Under a very tough situation that there has been increasing concern to the air quality in underground subway spaces, this study set sights on the thorough estimation of the chemical properties and source apportionment of particulate matter (PM) collected on an underground subway platform by a cooperative approach of semi-bulk and single particle analyses. The size-resolved PMs were intensively collected on the platform of Miasageori station on the Seoul Subway Line-4, and then, they were semibulkily analyzed by a PIXE and the TOR$^{(R)}$ method, and individually analyzed by a SEM-EDX. Overwhelmingly enriched iron was a notable feature of elemental concentration of $PM_{2.5}$. Source classification of iron in $PM_{10-2.5}$ and $PM_{2.5}$ performed along with their elemental concentrations, indicates that the railway originated iron accounts for 95.71% and 66.39% of total iron in $PM_{10-2.5}$ and $PM_{2.5}$, respectively. Via a stoichiometric categorization, $Fe_2O_3$, $CaAl_2Si_2O_8$, $Al_2O_3$, and $CaCO_3$ show more than 85% abundance ratio in individual coarse particles. The result of theoretical estimation of the subway derived organic carbon ($OC_{Subway}$) suggests that $OC_{Subway}$ in $PM_1$ and $PM_{2.5-1}$ account for 75.86% and 51.88% of total organic carbon, respectively.

도심지 대심도 터널에서의 리스크 평가 및 안전관리시스템 적용 (Application of risk evaluation and safety management system in urban deep tunnelling)

  • 문준식;전기찬;김영근
    • 한국터널지하공간학회 논문집
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    • 제24권6호
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    • pp.725-744
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    • 2022
  • 도심지에서의 교통인프라 개발이 활발해 지고, 대심도 지하터널을 이용한 도시의 기반시설 확충으로 인하여 도심지 구간에서 대심도 터널시공이 많이 이루어지고 있다. 이에 따라 대심도 터널시공으로 인한 터널안전 문제와 주변 지반 및 구조물의 안전 확보여부는 중요한 이슈가 되고 있으며, 터널시공에 앞서 대심도 터널공사에 따른 리스크를 분석하고 평가하여 리스크 관리를 반드시 수행하여야 한다. 본 연구에서는 대심도 터널과 도심지 터널이라는 특성을 반영하여 터널구간에 대하여 지반조사 자료, 설계 도서, 각종 사전 검토자료 및 시공계획 등을 바탕으로 수직구, 본선터널 및 대단면 터널 정거장 구간의 지하 안전성에 대한 주요 리스크를 분석하고 평가함으로서 수직구, 본선터널과 대단면 터널정거장 구간에 대한 안전리스크를 정량적으로 관리하고자 하였다. 본 연구는 도심지 대심도 터널공사에서 시공시 리스크와 안전 문제를 사전에 검토하는 경우 기본적인 기초 참고 자료로 활용될 수 있을 것으로 기대된다.