• 한국지반환경공학회 논문집
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• 제13권8호
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• pp.5-13
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• 2012

본 연구는 최근 개발된 알칼리성 실리카졸 그라우팅재의 적용성 및 주입효과를 규명한 것으로서 연구에 사용된 그라우트재는 3차원겔 형성재인 알칼리성 실리카졸 그라우팅재와 규산나트륨 그라우팅재에 대한 공학적 특성을 비교하기 위하여 실내시험을 실시하여 강도특성 및 환경영향성을 검토하였으며, 현장시험 등을 통해 차수성과 주입효과를 검토하여 현장적용성을 규명하고자 하였다. 실내시험결과 알칼리성 실리카졸의 일축압축강도는 규산나트륨에 비해 약 5배 정도 증가하는 현상이 나타났고 용탈시험결과 용탈되는 원소의 총량도 극히 작아 친환경적인 재료임이 입증되었다. 현장시험결과 동수층에서도 상당한 투수계수 저감효과를 확인하였고, 시방기준인 $10^{-5}cm/sec$보다 낮은 투수계수를 확보하였다. 주입확인시험결과 페놀프탈레인 반응시험, 전기비저항탐사에서 주입효과가 양호한 것으로 나타났다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.345-350
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• 1999

In this study the results of investigation on the physical and mechanical properties of a rockfill dam body were provided. On the crest of the old Namgang dam to be excavated partially, various in-situ tests(boring with SPT, sampling of undisturbed sample, field density test, field permeability test) and geophysical investigation works were performed Rock materials, i.e., shale and sandstone, were collected, and their slake durability was evaluated using slaking durability testing method which is suggested by ISRM.

• 대한전기학회논문지:전기기기및에너지변환시스템부문B
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• 제52권2호
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• pp.61-67
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• 2003

This paper describes a development of magnetic tomography system using two poles perpendicular magnetic field. In the system, the relative permeabilities of the object are detected by Hall sensors located along with tube circumference. The signals according to the size and position of the object could be separated in case the relative permeability of the object are over 10. Moreover, the size and location of the object could be determined in real time.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2010년도 춘계학술대회 논문집
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• pp.36-40
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• 2010

In recent society, the electricity is so essential for the human lives. Lots of modern people take many cultural benefits owing to the development of the power systems, the cell phone, the electrical appliances, and etc. However, the problems related to the electromagnetic field generate as the side effects. Examples are the fault in the electric machinery due to the electromagnetic coupling, the fault in the communication devices due to the electromagnetic field around the power line equipments, and the effect upon the human beings due to the electromagnetic field, and etc. In this paper, we induce the vector equation about the magnetic field based on Biot-Savart law. We calculate the magnetic field at the surface of the high speed train with this induced equation and the current in the high speed railroad catenary wire. Finally, we calculate the magnetic field in the high speed train considering the material property like the permeability, the conductivity, and so on.

• 한국세라믹학회지
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• 제43권12호
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• pp.829-832
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• 2006

In this study, the influence of the magnetic field on ferrite slurry's injection time during the slurry forming process was investigated. The evaluation system of the slurry's injection time under the strong magnetic field was designed with FEM and manufactured. Studied parameters were the applied magnetic field, the input pressure of the slurry, and the supplying tube materials. As the results, the injection time was increased with the external magnetic field strength and rapidly decreased with increasing the input pressure of the slurry. Also the injection time was decreased when the supplying tube was manufactured with the magnetic material having the higher magnetic permeability than the ferrite.

• 한국해안해양공학회:학술대회논문집
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• 한국해안해양공학회 2004년도 학술발표논문집 Proceedings of Coastal and Ocean Engineering in Korea
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• pp.25-32
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• 2004

• 비파괴검사학회지
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• 제30권5호
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• pp.464-470
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• 2010

고온, 고압에서 운용되고 있는 설비의 안전성을 평가하기 위해서는 사용시간 동안 열화된 역학물성을 정기적으로 점검하여야 한다. 비파괴적으로 열화된 설비의 역학적 특성을 점검하기 위하여 표면형 프로브(surface type probe)를 사용한 가역투자율 측정방법이 제시된다. 가역투자율 측정방법은 가역투자율이 자기 이력곡선의 미분값임에 근거하고 있다. 가역투자율은 교류 섭동 자기장의 주파수에 동조된 록-인 증폭기로 측정된 탐지코일에 유도된 전압의 제 1 고조파이다 가역투자율의 첨두값은 보자력 영역에서 나타난다. 실험에 사용된 강재는 12Cr 페라이트 내열강으로 $700^{\circ}C$의 등온에서 열처리 시간을 달리한 11개의 시편을 제작하였다. 가역투자율 첨두값 사이의 간격 (peak interval of reversible permeability: PIRP), 비커스 경도 및 인장강도는 열화가 진행됨에 따라 초기에는 급격하게, 후반에는 완만하게 감소하였다. PIRP가 감소함에 따라 인장강도와 비커스 경도가 선형적으로 감소하였고 이 상관관계를 이용하면 측정한 가역투자율로 12Cr 페라이트 내열강의 열화된 역학적 물성을 비파괴적으로 평가할 수 있다.

• 한국방사성폐기물학회:학술대회논문집
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• 한국방사성폐기물학회 2009년도 학술논문요약집
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• pp.187-187
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• 2009

Opening of fractures induced by shear dilation or normal deformation can be a significant source of fracture permeability change in fractured rock, which is important for the performance assessment of geological repositories for spent nuclear fuel. As the repository generates heat and later cools the fluid-carrying ability of the rocks becomes a dynamic variable during the lifespan of the repository. Heating causes expansion of the rock close to the repository and, at the same time, contraction close to the surface. During the cooling phase of the repository, the opposite takes place. Heating and cooling together with the, virgin stress can induce shear dilation of fractures and deformation zones and change the flow field around the repository. The objectives of this work are to examine the contribution of thermal stress to the shear slip of fracture in mid- and far-field around a KBS-3 type of repository and to investigate the effect of evolution of stress on the rock mass permeability. In the first part of this study, zones of fracture shear slip were examined by conducting a three-dimensional, thermo-mechanical analysis of a spent fuel repository model in the size of 2 km $\times$ 2 km $\times$ 800 m. Stress evolutions of importance for fracture shear slip are: (1) comparatively high horizontal compressive thermal stress at the repository level, (2) generation of vertical tensile thermal stress right above the repository, (3) horizontal tensile stress near the surface, which can induce tensile failure, and generation of shear stresses at the comers of the repository. In the second part of the study, fracture data from Forsmark, Sweden is used to establish fracture network models (DFN). Stress paths obtained from the thermo-mechanical analysis were used as boundary conditions in DFN-DEM (Discrete Element Method) analysis of six DFN models at the repository level. Increases of permeability up to a factor of four were observed during thermal loading history and shear dilation of fractures was not recovered after cooling of the repository. An understanding of the stress path and potential areas of slip induced shear dilation and related permeability changes during the lifetime of a repository for spent nuclear fuel is of utmost importance for analysing long-term safety. The result of this study will assist in identifying critical areas around a repository where fracture shear slip is likely to develop. The presentation also includes a brief introduction to the ongoing site investigation on two candidate sites for geological repository in Sweden.

• 지질공학
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• 제28권4호
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• pp.727-740
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• 2018

불포화대 매질은 지하수면 상부층으로서 지하수에 의해 포화되어 있지 않거나 불연속적으로 포화되어 있는 층으로 정의된다. 불포화대의 특성은 토양층 하부로부터 지하수면까지 유동하는 오염물질의 저감에 영향을 미친다. 최근 지하수오염도 평가에서는 불포화대 매질의 이방성 및 불균질성을 고려하지 않고 투수성을 나타내는 가중치를 주는 문제점이 있다. 지질학적 매질들은 다양한 범위의 투수성을 갖는다. 표준화된 입도를 대상으로 투수성을 나타내는 가중치로 오염취약도 작성에 적용한다면 불포화대 지질특성을 고려하여 작성한 오염취약도보다 과대하게 작성될 것이다. 본 연구에서는 이방성의 불균질 불포화대의 투수특성을 알아보기 위하여 복수의 불포화층을 고려한 실내 칼럼실험을 실시하였으며, 이를 바탕으로 현장 시추자료에서 얻어진 불포화대 매질의 특성에 의한 평균 투수계수로 환산하여 기존의 불포화대의 가중치를 적용한 지하수오염취약도와 불포화대 매질특성을 고려한 지하수오염취약도를 비교한 결과 불포화대 매질특성을 고려한 지하수오염취약도가 현장의 수질 측정결과와 잘 일치한다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.414-423
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• 2006

Many construction projects adopt grouting technology to prevent the leakage of groundwater or to improve the shear strength of the ground. Recognition as a feasible field procedure dates back to 1925, Since then, developments and field use have increased rapidly. According to improvement of grout materials, theoretical study on grout penetration characteristics is demanded. Fluid of grout always tends to flow from higher hydraulic potential to lower and the motion of grout is also a function of formation permeability. Viscosity of grout is changed by chemical action while grout moves through pores. Due to the increment of viscosity, permeability is decreased. Permeability is also reduced by grout particle deposits to the soil aggregates. In this thesis, characteristics of new cement grout material that is developed recently is studied: injectable volume of new grout material is tested in two different sizes of sands, and the method to calculate injectable volume of grout is suggested with consideration of change in viscosity and clogging phenomena. The calculated values are compared with injection test results. Viscosity of new grout material is found to be an exponential function of time. And lumped parameter $\theta$ of new grout material to be used for assessing deposition characteristics is estimated by comparing deposit theory with injection test results considering different soil types and different injection pressure.