• Geotechnical Engineering
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• v.7 no.1
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• pp.7-14
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• 1991

Determination of dynamic shear modulus of soil was made by measuring directly the velocity of ultrasonic shear waves transmitted through the specimen. The PUNDIT, a generator and detector of ultrasonic waves, has been used to measure the propagation velocity. Forty -six tests of compacted soil at seven different void ratios and seven varying degrees of saturation with four types of materials were made in this study. The primary importance in this study was the investigation of the relations among the para meters which influenced G-modulus, As a results of analysis, the dynamic shear modulus of soil tends to decrease with an increase of void ratio, and also it is affected by soil types. In case of using PUNDIT, the proper range of the specimen length is from 5cm to 8cm. And the degree of saturation doesn't affect the dyn- amic shear modulus of soil.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.20 no.3
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• pp.465-469
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• 2019

In this paper, the design of BLDC (brushless direct current) motors based on torque and back-EMF equations was carried out to assess the application of the motor in concrete vibrators. The air gap flux density of the motor is an important parameter because the length of the motor and the size of the diameter are given. The air gap magnetic flux density was calculated through a simplified magnetic circuit, and basic design of the shape and dimensions of the motor were then determined by carrying out experiments based on torque, back-EMF, and air magnetic flux density equations. After setting the outer and inner diameters, stack lengths, and rated speed of the motor, a detailed design was performed by simulations using the finite element method by designating the diameter and thickness of the motor as the key parameters. The final design to satisfy the target torque and the lowest THD (Total Harmonic Distortion) was carried out along with a simulation.

• The Journal of Engineering Geology
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• v.14 no.2
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• pp.179-187
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• 2004

This study conducted a laboratory work to determine the change of dielectric constant of saturated soil porous media, which is injecting EML to use Frequency Domain Reflectometry(FDR) system and length 7cm-length measurement sensor. It is purpose of study that estimate a movement path through pore of soil for an ethanol mixing liquid(EML) which have the same specific gravity of water at $20{\;}^{\circ}C$, and determine to a dielectric measuring range for the measurement sensor. As an outflow point of saturated soil column upper part recedes from an EML inject point in EML diffusion test, the diffusion extent of EML through pore of saturated soil was expanded. And results of ail EML flow experiment were measured the change of dielectric constant at all measurement sensors which are placed to constant interval at the same travel time for saturated soil column. Therefore, the displace process of water that exist in pore of saturated soil by EML injection is enough available and confirm together mobility through pores.

• Journal of the Korea Concrete Institute
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• v.13 no.2
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• pp.175-183
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• 2001

Immersion tests with artificial seawater were carried out to investigate the resistance to seawater attack of 5 types of cement matrices. From the results of compressive strength and length change, it was found that blended cement mortars due to mineral admixtures, were superior to portland cement mortars with respect to the resistance to seawater attack. Moreover, XRD analysis indicated that the peak intensity ratio of low heat portland cement(LHC) paste, in portland cement pastes, had better results, and so did that of blended cement Paste. Pore volume of pastes by mercury intrusion porosimetry method demonstrated that total pore volume of ordinary portland cement(OPC) paste had a remarkable increase comparing with that of other pastes. In case of immersion of artificial seawater, the use of ground granulated blast-furnace slag and fly ash, however, showed the beneficial effects of 56% and 32% in reduction of total pore volume, respectively.

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.388-388
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• 2021

하천에서 호안이나 교량의 교각 등은 홍수 시 주변 하상의 세굴에 의한 피해가 많이 발생한다. 하상보호를 위해서 하천 수공구조물 주변 하상에 자갈, 호박돌, 전석 등을 깔기도 한다. 이 재료들은 다공성 집단을 이루며 유수에 의한 소류력과 항력이 작용한다. 다공성 집단체 공극의 흐름에 의한 항력은 외부 흐름이 가하는 소류력에 비해 작으나 집단의 안정성에 큰 영향을 미칠 수 있다. 집단체에 작용하는 항력은 공극 내의 흐름의 유속과 항력계수를 이용하여 구할 수 있다. 본 연구에서는 다공성 매질 내 흐름에 대한 항력계수를 조사하기 위하여 수리실험을 이용하여 자갈 매질의 공극을 흐르는 물이 일으킨 항력과 동수경사를 측정하였다. 수리실험을 위한 대공극 매질은 상업용 연마 자갈을 사용하여 크기에 따라 작은 자갈(5~10mm), 중간자갈(15~25mm), 큰 자갈(25~50mm)로 구분하였다. 대표입경 D₅₀은 작은 자갈 8.0 mm, 중간 자갈 17.6 mm, 큰 자갈 32.2 mm이고, 형상계수는 각각 0.28~0.74, 0.29~0.58, 0.38~0.68의 범위였다. 자갈 매질의 공극율은 각각 0.405~0.422이었다. 매질 내의 흐름 길이는 24.2cm로 하였다. 실험결과 자갈 매질 내 흐름의 입자 레이놀즈수 Re_p에 따른 내부항력 F_D와 항력계수 C_D는 Fig. 1 및 Fig. 2와 같다. 실험에서 Re_p는 31.5~3,175.4였다. 자갈 매질의 내부항력은 Re_p가 증가하면 비선형적으로 증가하였으며 입자가 클수록 작았다. 항력계수는 작은 자갈과 중간 자갈 매질에 차이가 거의 없었으나 큰 자갈의 경우 작은 것으로 나타났다.

• Proceedings of the KIEE Conference
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• 2008.07a
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• pp.858-859
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• 2008

본 논문은 900[N]급 PMLSM에서 영구자석의 오버행과 스큐가 고려된 모델의 추력을 손쉽게 구할 수 있는 추력방정식을 도출하였다. 추력에 영향을 미치는6개의 설계변수(공극, 치 길이, 영구자석의 폭과 높이, 영구자석 오버행 및 스큐의 길이)를 선정하여 추력방정식을 도출하였으며, 3차원 유한 요소 해석을 통한 해석치와 실험치를 비교 분석하여 타당성을 확보하였다.

• Geophysics and Geophysical Exploration
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• v.15 no.4
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• pp.209-218
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• 2012

Repeatability and reproducibility in solid weight and effective porosity measurements have been discussed using 8 core samples with different diameters, lengths, rock types, and effective porosities. Further, the effect of temperature on the effective porosity measurement has been discussed as well. Effective porosity of each sample has been measured 7 times with vacuum saturation method with vacuum pressure of 1 torr and vacuum time of 80 minutes. Firstly, effective porosity of each sample is measured one by one, so that it can provide a reference value. Then for reproducibility check, effective porosity measurements with vacuum saturation of 2, 4, and 8 samples simultaneously have been performed. And finally, repeated measurements for 3 times for each sample are made for repeatability check. Average deviation from the reference set in solid weight showed 0.00 $g/cm^3$, which means perfect repeatability and reproducibility. For effective porosity, average deviations are less than 0.07% and 0.05% in repeatability and reproducibility test sets, respectively, which are in good agreement too. Most of porosities measured in reproducibility test lies within the deviation range in repeatability test sets. Thus, simultaneous vacuum saturation of several samples has little impact on the effective porosity measurement when high vacuum pressure of 1 torr is used. Air temperature can cause errors on submerged weight read and even effective porosity, because it is closely related to the temperature, density, and buoyancy of water. Consequently, for accurate measurement of effective porosity in a laboratory, efforts for maintaining air or water temperature constant during the experiment, or a temperature correction from other information are needed.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.15 no.3
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• pp.143-150
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• 2003

Based on the eigenfunction expansion method, the interaction between monochromatic waves and a partially immersed slotted plate with a back wall has been investigated. Analytical results show that the reflection coefficients by a partially immersed slotted plate depend on the porosity, immersed depth, chamber width, incidence angle and wave frequency. It is found that the reflection coefficient has minimum value within entire frequency range when the porosity has optimal value 0.1. Comparison between the analytical results and the experimental results(Zhu,2001) of reflection coefficients is made for various chamber widths, immersed depths and wave periods with good agreement. The present analytic method can account adequately for energy dissipation caused by flow separation behind a slotted plate and provide the design informations for the construction of slit caisson breakwater.

• Proceedings of the KIEE Conference
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• summer
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• pp.1519-1521
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• 2004

포항풍력에너지연구소와 (주)보국전기는 에너지 관리공단의 지원으로 2002년부터 직접구동형 풍력 터빈 KBP-750D에 사용될 발전기를 개발해 오고 있다. KBP-750D에 사용되는 발전기는 증속을 위한 gearbox를 사용하지 않는 직접 구동형 이라는 것과, 영구자석을 사용하여 여자하는 형식이라는 것이다. 이런 특징은 풍력발전에서 요구하는 주요 요구조건인 고효율, 고신뢰성을 만족시키기 위해서 매우 중요하다. 개발된 발전기는 25 rpm 정격에서 800 kW의 정격을 가지도록 설계되었다. 공극 직경은 3,320 mm 이며, stator의 길이는 705 mm, 4.5 mm의 공극, 84극을 가지고 있으며, 전체중량은 약 20 ton이다. 이 보고에서는 이 발전기의 물리설계 공학설계 등에 관해서 논의한다.

• Journal of the Korean Society for Railway
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• v.13 no.4
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• pp.404-411
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• 2010

Authors conducted a deduction and characteristic calculation of the some parameters using a magnetic equivalent circuit method to verify a basic design result of a rotary-typed small-scaled linear induction motor for a railway transit. In a LIM, it is possible to express the parameters of the magnetic equivalent circuit into a function of the shape of the secondary aluminium plate and the airgap between the LIM primary core and the secondary aluminium plate. It means that the LIM properties can be changed considerably by the shape of the secondary aluminium plate and the airgap between the LIM primary core and the secondary aluminium plate. So, authors analyzed a tendency of changes of the magnetic equivalent circuit parameters and the LIM characteristics by changing of the airgap, the thickness of the secondary aluminium plate and the overhang length and shape of a rotary-typed small-scaled LIM, and accomplished a basic research to develop a real-scaled LIM for a railway transit.