• 한국방재학회 논문집
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• 제10권4호
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• pp.63-68
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• 2010

지하공동구는 도시 및 공동주택 단지에 반드시 필요한 전력, 통신, 가스, 송유관, 급 배수, 에너지시설 등을 효과적으로 수용하고 도시기반시설의 확장에 따라 파생되는 여러 가지의 문제점을 해결하기 위한 방안으로 시설물을 한곳으로 모아 유지 및 관리하는 시설이다. 지하공동구가 훼손될 경우 국가안보는 물론 사회전반에 미치는 파장이 지대하므로 화재예방 활동 및 진압대 책상 취약점 등을 분석하여 우리 실정에 맞는 방재 대책을 도출하여 공동구의 설계, 제도적인 문제, 방화시설의 문제, 화재확산현상 등을 분석하여 종합적인 화재위험을 분석하여 화재예방활동과 진압대책을 수립하여야 한다. 지하공동구는 밀폐 폐쇄된 공간이므로 산소공급 부족으로 인한 불완전 연소 등으로 농연, 일산화탄소 등 유독성연소생성물의 발생과 열기의 충만 및 시야장해로 진입이 곤란 하는 문제점이 있다. 이러한 현상은 지상화재보다는 지하 화재의 특수성에 비추어 볼 때 화재예방활동은 물론이고 소방전술에서 취약하므로 화재의 효율적인 소방전술이 되기 위해서는 화재의 특이성을 감안하여 유관기관에서는 현장대응 지휘체제를 확립하고, 대응기관에서는 평상시 공동구에 대한 구조파악과 필요한 각종 정보를 수집 기록하고 24시간 관리공조체제 유지 및 대응기관에서 가상종합훈련을 강화하여야하며 근본적으로 공동구내에 설치되어 있는 케이블의 난연화 불연화 및 연소 확대 방지를 위한 대책 등이 필요하다.

• 기술사
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• 제24권6호
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• pp.97-105
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• 1991

The cautious blasting works had been used with emulsion explosion electric M/S delay caps. Drill depth was from 3m to 6m with Crawler Drill ø70mm on the calcalious sand stone (soft-moderate-semi hard Rock). The total numbers of fire blast were 88 round. Scale distance were induces 15.52-60.32. It was applied to propagation Law in blasting vibration as follows. Propagation Law in Blasting Vibration (Equation omitted) where V : Peak partical velocity(cm/sec) D : Distance between explosion and recording sites(m) W : Maximum Charge per delay-period of eighit milliseconds o. more(kg) K : Ground transmission constant, empirically determind on the Rocks, Explosive and drilling pattern ets. b : Charge exponents n : Reduced exponents Where the quantity D / W$^n$ is known as the Scale distance. Above equation is worked by the U.S Bureau of Mines to determine peak particle velocity. The propagation Law can be catagrorized in three graups. Cubic root Scaling charge per delay Square root Scaling of charge per delay Site-specific Scaling of charge per delay Charge and reduction exponents carried out by multiple regressional analysis. It's divided into under loom and over 100m distance because the frequency is verified by the distance from blast site. Empirical equation of cautious blasting vibration is as follows. Over 30 ‥‥‥under 100m ‥‥‥V=41(D/$^3$√W)$\^$-1.41/ ‥‥‥A Over 100 ‥‥‥‥under 100m ‥‥‥V=121(D/$^3$√W)$\^$-1.56/ ‥‥‥B K value on the above equation has to be more specified for furthur understang about the effect of explosives, Rock strength. And Drilling pattern on the vibration levels, it is necessary to carry out more tests.

• Nuclear Engineering and Technology
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• 제48권5호
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• pp.1237-1251
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• 2016

Although the horizontal component of an earthquake response can be significantly reduced through the use of conventional seismic isolators, the vertical component of excitation is still transmitted directly into the structure. Records from instrumented structures, and some recent tests and analyses have actually seen increases in vertical responses in base isolated structures under the combined effects of horizontal and vertical ground motions. This issue becomes a great concern to facilities such as a Nuclear Power Plants (NPP), with specialized equipment and machinery that is not only expensive, but critical to safe operation. As such, there is considerable interest worldwide in vertical and three-dimensional (3D) isolation systems. This paper examines several vertical and 3D isolation systems that have been proposed and their potential application to modern nuclear facilities. In particular, a series of case study analyses of a modern NPP model are performed to examine the benefits and challenges associated with 3D isolation compared with horizontal isolation. It was found that compared with the general horizontal isolators, isolators that have vertical frequencies of no more than 3 Hz can effectively reduce the vertical in-structure responses for the studied NPP model. Among the studied cases, the case that has a vertical isolation frequency of 3 Hz is the one that can keep the horizontal period of the isolators as the first period while having the most flexible vertical isolator properties. When the vertical frequency of isolators reduces to 1 Hz, the rocking effect is obvious and rocking restraining devices are necessary.

• 디지털콘텐츠학회 논문지
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• 제19권2호
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• pp.237-243
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• 2018

공공지하시설물은 대부분 지하에 매립되어 있어 지하시설물에 대한 정확한 도면이 있어도 현장작업자가 지하시설물의 위치를 정확히 인지하기 어렵다. 이러한 지하시설물의 위치정보를 현장에서 직관적으로 파악하기 위해 증강현실을 이용하는 방법이 연구되었으나 공공지하시설물 공간정보는 2차원의 형태로 구축되어 있어 현장에서 증강현실로 이용하기 위해서는 3차원 객체 모델 데이터베이스 구축 작업이 필요하다. 본 연구에서는 기 구축되어 있는 2차원 지하시설물 데이터를 추가적인 3차원 데이터베이스 구축 없이 3차원 증강현실 데이터로 자동 변환하여 활용할 수 있는 모바일 어플리케이션 기반의 증강현실 시스템을 개발하였다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제25권4호
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• pp.1-6
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• 2020

Recently, ex-situ remediation technologies has been emerging to clean up contaminated soils mainly because the in-situ techniques have limited applicability and technical difficulties in relatively small contaminated sites. Accordingly, implementation of off-site treatment and disposal have been continuously increased in soil remediation and restoration projects in Korea. However, in many cases, reclaimed soil is still not properly recycled or reused. Therefore, there is an urgent need to document the current status of soil management practices in soil remediation projects in the nation. This study presents a survey of soil contamination status and remedial approaches in Korea based on soil cleanup projects completed in 2015 - 2019, and proposes the possible options of the recycling or reusing the reclaimed soils under compliance with related regulations. The results of the soil survey showed soil contamination was most severe in gas stations, industrial facilities, and military areas. The major types of pollution were related to the petroleum-contaminated site (TPH and BTEX) with 77.0% occurrence in all the contaminated sites. The reclaimed soils were mostly reused as a ground filling-up soils in industrial facilities (60.0%) and warehouses (37.0%).

• 한국지진공학회논문집
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• 제22권6호
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• pp.333-343
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• 2018

In this paper, we study the existing results of the structure-soil-structure interaction (SSSI) effect on seismic responses of structures and summarize important parameters. The parameters considered in this study are a combination of buildings in the power block of a nuclear power plant, the characteristics of earthquake ground motions and its direction, and the characteristics embedded under the ground. Based on these parameters, the seismic analysis model of the structures in the power block of the nuclear power plant is developed and the structure-soil-structure interaction analyses are performed to analyze the influence of the parameters on the seismic response. For all analyses, the soil-structure interaction (SSI) analysis program CNU-KIESSI, which was developed to enable large-sized seismic analysis, is used. In addition, the SSI analyses is performed on individual structures and the results are compared with the SSSI analysis results. Finally, the influence of the parameters on the seismic response of the structure due to the SSSI effect is reviewed through comparison of the analysis results.

• Journal of Astronomy and Space Sciences
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• 제31권1호
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• pp.51-61
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• 2014

In this work, the preliminary analysis on both the tracking schedule and measurements characteristics for the spacecraft on the phase of lunar transfer and capture is performed. To analyze both the tracking schedule and measurements characteristics, lunar transfer and capture phases' optimized trajectories are directly adapted from former research, and eleven ground tracking facilities (three Deep Space Network sties, seven Near Earth Network sites, one Daejeon site) are assumed to support the mission. Under these conceptual mission scenarios, detailed tracking schedules and expected measurement characteristics during critical maneuvers (Trans Lunar Injection, Lunar Orbit Insertion and Apoapsis Adjustment Maneuver), especially for the Deajeon station, are successfully analyzed. The orders of predicted measurements' variances during lunar capture phase according to critical maneuvers are found to be within the order of mm/s for the range and micro-deg/s for the angular measurements rates which are in good agreement with the recommended values of typical measurement modeling accuracies for Deep Space Networks. Although preliminary navigation accuracy guidelines are provided through this work, it is expected to give more practical insights into preparing the Korea's future lunar mission, especially for developing flight dynamics subsystem.

• 화약ㆍ발파
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• 제31권2호
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• pp.25-31
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• 2013

본 시공사례는 "성남~여주 복선전철 제 O공구 노반건설공사"중 도로 하부통과 구간으로서 터널의 노선을 따라 진동 및 소음으로 인한 피해 영향권 내에 아파트, 도자기 생산공장 및 국도 등 주요 보안물건 등이 위치하고 있다. 특히, 터널 노선 12m 상부의 국도를 따라 도시가스관(${\varphi}500mm$)이 매설되어 있어, 진동허용기준(1.0cm/sec) 이하로 안전하게 굴착하기 위하여 전자발파 공법을 적용하였으며, 굴착에 따른 지반의 변위를 최대한 방지하기 위하여 정밀 진동제어와 함께 신속한 굴착 및 보강이 이루어짐으로서 안전하게 완료되었다.

• 한국항해학회지
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• 제11권1호
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• pp.93-106
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• 1987

Nowadays natural resources on shore have been almost exhausted all over the world and mankind is beginning searching for unexploited resources on the bed of deep-sea floor. In exploring mineral resources and etc. in the ground of sea-bed, a sumbersible craft is one of the most important tools. These days, the stage of the technique of building and operating an exploring submersible craft is almost alike that of building and operating an airplane in the first years of the nineteen-twenties. At the present time, the problems arising in building and operating a submersible craft can be divided into four parts as follows; 1. How to build a hull that can bear high pressure under deep sea level. 2. How to decide the necessary facilities to be put on it. 3. How to decide the scope of stabilities and maneuvering characteristics of it. 4. On what sea conditions, the devices of launching and recovering it should be designed on the mother-ship. In this paper treating one of the third problems the author made a mathematic formula that can be useful in deciding the scope of dynamic course stability on the vertical plane and actually calculated the onset speed of pitch instability of an exploring craft. With the above mentioned calculations the author demonstrated that the value of $Z_g$ and the speed of a submerged craft are the most important factors in decideing the scope of dynamic stability on the vertical plane.

• 한국지반공학회지:지반
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• 제10권1호
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• pp.83-102
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• 1994

주로 매립 지역에 적용되는 선행재하 공법은 가장 널리 사용되고 있는 지반개량 공법 중의 하나로서, 복잡다단한 설계과정을 포함하고 있는데, 특히 모래말뚝 공법파 같은 배수 공법이 병용될 때는 더욱 더 복잡해진다. 그러나 이와같이 복잡한 설계 과정도 일단 전문가 시스템화해 놓으면 사용자가 쉽게 설계할 수 있다. 전문가 시스템은 상업적 실용화에 성공한 대화식 컴퓨터 프로그램으로 최근 몇년사이에 지반 공학적 문제들에도 응용되기 시작한 새로운 CAE(computer aided engineering)분야 중의 하나이다. 이 논문에서는 배수 공법을 포함하는 선행재하 공법에 관한 지식베이스를 구축하여 공학자와 관련 기술자들에게 실질적인 도움을 주는 시스템을 개발하였다. 이 연구에서 전문가 시스템은 ClIPS를 사용하여 구축하였으며, Workstation환경에서 개발되었다.