• 대한전기학회:학술대회논문집
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• 대한전기학회 2003년도 하계학술대회 논문집 A
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• pp.461-463
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• 2003

우리나라에서 현재 적용중인 배전용 지중케이블은 1973년 처음 도입되어 도시의 중심 번화가와 변전소 인출개소 및 신도시 택지개발 지역 둥에 주로 설치되어 현재는 약 17,231 C-km (2002.12말 기준)에 이르고 있다. '86 아시안 게임과 '88 서울올림픽을 대비해 설치했던 케이블들은 설치 당시의 열악한 제작, 시공 및 관리 기술의 부족으로 많은 문제점을 가지고 있다. 이런 불량케이블이나 20년 이상된 노후케이블의 절연상태를 파악하기 위해 현재 적용 기준으로 되어있는 등온완화전류법을 이용한 열화진단장비를 현장에 적용해 보고 사례를 분석해보므로써 이 장비의 문제점과 향후 개선방향을 모색해 보았다.

• Geomechanics and Engineering
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• 제22권5호
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• pp.449-460
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• 2020

The double-lane arrangement model is frequently used in underground coal mines because it is beneficial to improve the mining efficiency of the working face. When the double-lane arrangement is used, the service time of the reserved roadway increases by twice, which causes several difficulties for the maintenance of the roadway. Given the severe non-uniform deformation of the reserved roadway in the Buertai Coal Mine, the stress distribution law in the mining area, the failure characteristics of roadway and the control effect of support resistance (SR) were systematically studied through on-site monitoring, FLAC 3D numerical simulation, mechanical model analysis. The research shows that the deformation and failure of the reserved roadway mainly manifested as asymmetrical roof sag and floor heave in the region behind the working face, and the roof dripping phenomenon occurred in the severe roof sag area. After the coal is mined out, the stress adjustment around goaf will happen to some extent. For example, the magnitude, direction, and confining pressure ratio of the principal stress at different positions will change. Under the influence of high-stress rotation, the plastic zone of the weak surrounding rock is expanded asymmetrically, which finally leads to the asymmetric failure of roadway. The existing roadway support has a limited effect on the control of the stress field and plastic zone, i.e., the anchor cable reinforcement cannot fully control the roadway deformation under given conditions. Based on obtained results, using roadway grouting and advanced hydraulic support during the secondary mining of the panel 22205 is proposed to ensure roadway safety. This study provides a reference for the stability control of roadway with similar geological conditions.

• 대한전기학회논문지:전기물성ㆍ응용부문C
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• 제50권8호
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• pp.387-393
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• 2001

This paper describes an advanced measuring method and precise evaluation of the ground resistance for the grounding system of energized substations and power equipments. A grounding system of substations consists of all interconnected grounding connections of grounded conductors, neutral ground wires, underground conductors of distribution lines, cable shields, grounding terminals of equipments, and etc. It is very difficult to measure the accurate ground resistance of the grounding terminals of equipments, and etc. It is very difficult to measure the accurate ground resistance of the grounding system of high voltage energized substations because of harmonic components caused by switched power supplies or overloads. The conventional fall-of-potential method may be subject to big error if stray ground currents and potentials are present. In this work, to improve the precision in measurements of the ground resistance by eliminating the effects of harmonic components and stray currents and potentials, the investigations of the ground resistance measurement by using a low pass filter in a model energized grounding system were conducted. The accuracy of ground resistance mesurements was evaluated as a function of the ratio of the test signal to noise (S/N). The errors due to the proposed ground resistance measurement method were decreased with increasing S/N and were less than 5[%] as S/N is 10. The proposed ground resistance measurement method appears to be considerably more accurate than the conventional fall-of -potential method. It is allows cancellation of the parasitic resistance of energized grounding systems, to employ the measurement method that allows cancellation of the parasitic effects due to other circulating ground currents and ground potential rises in practical situations.

• 한국터널지하공간학회 논문집
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• 제16권6호
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• pp.521-531
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• 2014

이 논문은 케이블 인발하중이 작용하는 현수교의 지중정착식 앵커리지 캐번 터널에 대한 거동과 관련된 연구이다. 수치해석 결과와 이중곡선 관계식에 의한 추정식에서 얻어진 극한인발저항력($P_u$) 결과와 비교를 통하여 앵커리지 거동, 앵커리지 설계 방법, 파괴면의 각도, ${\delta}$ 등을 분석하였다. 연구결과 $P/{\gamma}/H$와 변위와의 선형 상관관계, $P_u/{\gamma}/H$와 H/b와의 선형 상관관계를 활용하면 앵커리지 캐번 터널의 설치 심도를 쉽게 결정 할 수 있을 것으로 나타났다. 또한 수치해석에 의한 최대전단변형률 분포도와 소성영역 분포도를 분석한 결과 지반파괴 형태는 현재 사용되는 지반 콘 보델 보다는 원호모델에 더 가까운 것으로 나타났다. 이 연구에서는 계산이 간편하도록 원호모델을 단순화한 이중곡선 모델을 제안하였다. 수치해석 결과로부터 얻어진 평균 파괴각을 이중곡선 모델에 적용한 결과, 이중곡선 모델을 적용한 추정식에서 얻어진 극한인발저항력은 수치해석에서 얻어진 극한인발저항력 결과와 잘 일치하는 것으로 나타났다.