• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2008년도 춘계학술대회 논문집
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• pp.408-411
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• 2008

In this paper, a new DC ground fault detection system is proposed, which is suitable for photovoltaic power generation systems. The proposed ground fault systems is superposition of divide resistance and detection circuit. The proposed system has the characteristics of a simplified structure, reduced cost and volume compared with those of the conventional ground fault system for DC source. The operation principle of the proposed systems is described and verified by simulation result.

• 한국조명전기설비학회:학술대회논문집
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• 한국조명전기설비학회 2008년도 추계학술대회 논문집
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• pp.193-196
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• 2008

In these days, large structures are constructed and bonded with ground grid Because the distances between mesh and auxiliary electrodes are not enough in downtown areas, it is very difficult to measure the ground resistance of large scale grounding electrode systems. Actually the auxiliary electrodes for test are installed in grounding grid. This paper present the experimental results of ground resistance and impedance according to the location of auxiliary electrode. As a result, we get much lower resistances and impedances than real values the auxiliary electrodes are placed in the ground grid. In case that the auxiliary electrodes are located in the ground grid the resistances are very low and reactance only is inductive component.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2003년도 하계학술대회 논문집 A
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• pp.290-292
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• 2003

The intake tower of D-dam located in a mountainous area positioned in the left side of the dam and its structure installed alone on the water surface then, can become target of direct lightening. To protect the intake tower from the direct lightening and indirect-lightening, lightening rod installed in the top area of the intake tower and ground pole laid under the surrounding ground. however, because the surrounding ground almost consists of a rock, it is very difficult to obtain the grounding resistance. It is main object to examine the construction plan of the optimum lightening rod equipment and ground pole with measuring the earth specific resistance of the around of the intake tower which is the scheduled area to lay the ground pole with the Wenner's 4-electric pole method and the Schlumberger's method. and using the analysis tool, ESII.

• 조명전기설비학회논문지
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• 제14권6호
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• pp.69-77
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• 2000

본 논문에서는 찬우$\mid$강하법에 의한 접지저항 및 대지첸위 분표의 측캠시 전휴보조전극의 영향에 대하여 기술하였으며, 측정시 오치를 최소화하는 기법을 제안하였다. 전위강해법은 전위와 천류의 측정에 이론적인 비1깅을 두고 있으며, 측정오차는 주로 측정시 설치하는 보조전극의 위치와 자체저항에 기인한다. 피측정 접지전극의 접지저항은 전위강하법에서 전위보조전극을 피측정 접지전극과 전류보조전극이 이루는 일직선상에 위치시킬 때 61.8[%]법칙을 적용하여 측정한다. 하지만 건물이나 포장도로, 구조물 등이 산재해 있는 도심의 경우에는 현장에서 피측정 접지전극과 전류보조전극 사이에 적결한 이격거리 확보가 불가능하거냐 전류보조전극의 접지저행값이 피측정 챔 지전극에 비하여 큰 값을 가지는 경우가 있다. 파측정 접지천극과 전류보조전극을 충분히 이격시키지 않거나 전류류보조전극의 접지저항값이 피측청 접지전극의 접지저항보다 비정상척으로 큰 경우 접지저항의 측정은 오차를 수반하게 되며, 측정된 접지저항값은 오차즐 보정해 주어야 한다. 본 연구애서 측정대상 전극은 길이 2.4[m]의 봉형 접지전극으호 하였으며, 전류보조전극의 영향을 고려할 때 피측정 접지전극과 전류보조전극의 적정한 이격거리는 피측정 접치전극 길이의 5배 이상으로 하여야 전위보조전극을 사설하기가 용이하며 측정정확도의 확보에 유리하다. 또한 전류보존전극의 접지저항값이 피측정 접지전극의 접지저항값 약 36.5배 이하에서는 거의 오차를 발생시키지 않는다.

• Nuclear Engineering and Technology
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• 제48권1호
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• pp.211-217
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• 2016

Most nuclear power plants now utilize solid grounded low voltage systems. For safety and reliability reasons, the low voltage (LV) high resistance grounding (HRG) system is also increasingly used in the pulp and paper, petroleum and chemical, and semiconductor industries. Fault detection is easiest and fastest with a solidly grounded system. However, a solidly grounded system has many limitations such as severe fault damage, poor reliability on essential circuits, and electrical noise caused by the high magnitude of ground fault currents. This paper will briefly address the strengths and weaknesses of LV grounding systems. An example of a low voltage HRG system in the LV system of a nuclear power plant will be presented. The HRG system is highly recommended for LV systems of nuclear power plants if sufficient considerations are provided to prevent nuisance tripping of ground fault relays and to avoid the deterioration of system reliability.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.788-795
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• 2005

In this study, the progressive failure and creep of the traditional ground anchor structure were decreased and a new ground anchor that can attain the required pull-out resistance even in soft sandy soils with low confining pressure was developed. Ground anchors are classified depending on the kind of stress the grout is subjected. If the grout material is subjected to tension then it is classified as tension anchor while when the grout material is subjected to compression it is classified as compression anchor. The ground anchor that possesses both the tension and compression mechanism mentioned above is known as composition anchor. It is the objective of this study to develope this type of composition anchor. The structure of the newly developed ground anchor was presented. Pull-out test in different types of soil and the behaviour during Pull-out test was also presented.

• 한국산업안전학회:학술대회논문집
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• 한국안전학회 2002년도 추계 학술논문발표회 논문집
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• pp.281-285
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• 2002

Although DC ground resistance is a good index of performance for a grounding system, it does not reflect the grounding performance during the transient states. Besides, impulse ground impedance, which is defined by a ratio of the peak value of transient ground potential rise to the peak value of impulse current, cannot be an absolute performance index due to its dependence on impulse current shape. In this paper, a grounding performance of needle-typed ground rod has been compared with simple ground rod using HIFREQ[1], which is an engineering electro-magnetic code based on MoM (Method of Moment).

• 한국지반공학회논문집
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• 제25권11호
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• pp.61-73
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• 2009

본 연구에서는 모형실험을 통해 균질모래지반에 매설된 횡력을 받는 단독말뚝의 수평저항력을 산정하는데 가장 큰 영향을 주는 배면토의 저항형태를 파악하였다. 저항거동 상태를 파악하기 위해서는 기 발표된 논문(배종순과 김성호 ; 2008)에서 제안된 회전절점, 배면지반의 연직방향 파괴각 이외에 배면지반의 파괴영역의 평면면적과 말뚝측면의 평면 파괴각 등이 파악되어야 한다. 따라서 말뚝의 형상과 크기, 지반밀도 변화에 대한 배면지반의 거동 특성을 실험을 통하여 파악하였다. 또한 흙의 밀도와 말뚝의 단면형상에 따른 상관관계를 규명하였다.

• Geomechanics and Engineering
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• 제33권5호
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• pp.519-528
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• 2023

In this paper, we present the results of an experimental study on the effect of polymer support fluid on shaft resistance of offshore bored piles. A series of pullout tests were performed on bored piles installed under various boundary conditions considering different types of grounds and support fluids, and a range of support fluid exposure times. Contrary to previous studies concerning onshore bored piles, a time dependent effect of polymer fluid on shaft resistance was observed in all ground types. The adverse effect of polymer support fluid on the shaft resistance, however, was considerably less than bentonite support fluid for a given exposure time. No significant reduction in shaft resistance was evident when limiting the exposure time of the polymer support fluid to the side wall of the borehole within 2-3 hours. The degree to which the polymer fluid affects shaft resistance seemed to vary with the ground type. A proper consideration should be given to the time dependent effect of polymer fluid on shaft resistance of bored piles installed in offshore construction environment to limit its adverse effect on the pile performance. The practical implications of the findings are discussed.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2010년도 추계학술대회 초록집
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• pp.122.2-122.2
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• 2010

Knowledge of ground thermal properties is most important for the proper design of BHE(borehole heat exchanger) systems. The configure type, pipe size and thermal performance of the BHE is highly dependent on the ground source heatpump system-efficiency and instruction cost. Thermal response tests with mobile measurement devices were developed primarily for in-situ determination of design data for Standing Column Well apply. The main purpose has been to determine in-situ values of effective ground thermal conductivity and thermal resistance, including the effect of ground-water flow and natural convection in the boreholes. The test rig is set up on a some trailer, and contains a sub-circulation pump, a boiler, temperature sensors, flow meter and a data logger for recording the temperature and circulation fluid flow data. A constant heating power is injected into the SCW through the test rig and the resulting temperature change in the SCW is recorded. The recorded temperature data are analysed with a line-source model, which gives the effective in-situ values of rock thermal conductivity and thermal resistance of SCW.