• 한국지반공학회논문집
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• 제30권4호
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• pp.101-106
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• 2014

관입시험은 한정된 범위에서 1차원적 정보를 얻을 수 있으나, N치는 다양한 지반설계정수와 실험적으로 연관되어 있다. 탄성파를 이용한 비파괴 검사는 역산 과정을 통해 비용 및 시간에 효율적으로 2차원 및 3차원 물성에 대한 지도를 얻을 수 있으며, N치와 탄성파 속도는 간극비, 포화도, 유효응력 등에 의해 좌우된다. 따라서 N치와 탄성파 속도간의 경험적 관계들이 제안되어 왔다. 본 연구는 다양한 간극비와 포화도를 갖는 주문진사에 대해 정지토압조건에서 탄성파를 실험적으로 측정하였다. 그 결과 하중 조건이 간극비 및 포화도에 비하여 가장 영향을 주는 요소로 나타났으며, 간극비와 포화도는 응력-속도 관계의 경향에 영향을 주었다. 각 영향인자간의 관계를 다중회귀분석을 통해 상관식으로 나타내었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회 2차
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• pp.104-112
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• 2010

The thermal influential factor of energy pile system is investigated by considering the seasonal effect, saturation of ground, and fluid velocity based on the finite volume method. Analysis includes the evaluation of thermal resistance and corresponding heat exchange rate for each case. It is shown that the efficiency of heat exchange rate is more pronounced with higher fluid velocity due to the larger number of circulation for a given period. Through the parametric studies, it is also found that the degrees of saturation a little influenced thermal effect during 8 hours of operational scenario.

• 대한전자공학회논문지SD
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• 제45권11호
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• pp.21-28
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• 2008

본 논문에서는 단 채널 GaAs MESFET의 포화영역에서의 I-V 특성을 도출하기 위한 해석적 모델을 제안하였다. 기존의 단 채널 GaAs MESFET에 대한 해석이 채널 pinch-off의 개념이 도입되는 모델이었던 반면, 본 논문에서는 저자의 소도 포화 영역이 유한한 채널 폭을 갖으면서 전류 연속 조건을 만족하도록 공핍영역의 2차원 전위 분포 식을 도출하였다. 또한 소도 포화영역의 길이를 채널 전체 길이, 채널 도핑 농도, 게이트 전압 및 드레인 전압의 함수로 도출하여 포화영역에서의 Early 효과를 보다 합리적으로 설명할 수 있음을 보이고 있다.

• 한국태양에너지학회 논문집
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• 제30권1호
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• pp.34-41
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• 2010

Gas hydrates are solid solutions when water molecules are linked through hydrogen bonding and create host lattice cavities that can enclose many kinds of guest(gas) molecules. There are plenty of methane(gas) hydrate in the earth and distributed widely at offshore and permafrost. Several schemes, to produce methane hydrates, have been studied. In this study, depressurization method has been utilized for the numerical model due to it's simplicity and effectiveness. IMPES method has been used for numerical analysis to get the saturation and velocity profile of each phase and pressure profile, velocity of dissociation front progress and the quantity of produced gas. The values calculated for the sample length of 10m, show that methane hydrates has been dissolved completely in approximately 223 minutes and the velocity of dissociation front progress is 3.95㎝ per minute. The volume ratio of the produced gas in the porous media is found to be about 50%. Analysing the saturation profile and the velocity profile from the numerical results, the permeability of each phase in porous media is considered to be the most important factor in the two phase flow propagation. Consequently, permeability strongly influences the productivity of gas in porous media for methane hydrates.

• 지구물리와물리탐사
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• 제18권2호
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• pp.54-63
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• 2015

매장량의 평가에 직접적인 정보를 제공해주는 저류층 변수들인 공극률과 유체포화율은 물리탐사방법을 통해 직접적으로 획득이 가능한 탄성파 속도나 전기비저항의 물성값을 암석물리모델 구성법에 적용하여 추정이 가능하다. 따라서, 정확한 저류층 변수들의 추정을 위해서는 우선적으로 정확한 속도나 전기비저항과 같은 물성값들의 추정이 필요하다. 이종의 물리탐사자료를 이용한 복합역산은 단일 물리탐사자료를 이용한 역산과 비교시, 역산의 불확실성을 줄일 수 있고, 두 탐사자료의 장점을 함께 이용할 수 있기 때문에 단일물리탐사자료에 비하여 보다 신뢰성있는 물성정보를 추정할 수 있다. 이 연구에서는 효율적인 공극률과 유체포화율의 분포를 추정하기 위하여, 탄성파탐사자료와 전자탐사자료의 복합역산을 통해서 지하의 속도 정보와 전기비저항 정보를 획득한 뒤, 이 두 물성을 모두 이용하여 암석물리모델을 구성하는 과정이 포함 된 격자탐색법(grid-search)을 제안하였다. 오일저류층 모델의 합성자료에 적용한 결과, 보다 신뢰성 있는 저류층 변수들을 추정하였으며, 이는 오일저류층의 정확한 매장 위치 추정과, 매장량 계산에 보다 정확한 정보를 제공해 줄 것으로 기대된다.

• 한국해양공학회지
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• 제24권4호
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• pp.32-37
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• 2010

This study presents the attenuation characteristics of the first guided longitudinal wave mode propagating in water-filled, buried steel pipes in order to investigate the effects of soil saturation and compaction on the attenuation patterns. For numerical calculation of attenuation, 10 different combinations of S-wave velocity, P-wave velocity, and soil densities were considered. From the attenuation dispersion curves, which were obtained using Disperse software, we determined that the attenuation decreases as saturation increases, whereas it increases as compaction increases. Over the frequency range from 0.2 to 0.4 MHz, the first longitudinal wave mode has attenuations that are relatively lower than for other ranges, is faster than the first flexural wave mode, and is sensitive to defects aligned in the axial direction. Hence, the first longitudinal wave mode over the mentioned frequency range would be the proper choice for long-range buried pipelines that transport water.

• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 1997년도 추계 학술대회논문집
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• pp.120-125
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• 1997

In the present work the influence of various physical parameters on the two-phase flow behavior in a self-heated porous medium has been studied using a numerical model, that is, the effects of heat generation rate, of porosity, of particle size, and of system pressure on the dryout process. To analyze the effect of these parameters, the variation of both liquid volumetric fraction (i.e., liquid saturation) and liquid axial velocity is evaluated at the steady state or at the onset of a first boiled-out region. The analysis of computational results indicate that a qualitative tendency exists between the parameters such as heat generation rate, porosity, effective particle diameter and the temporal development of the liquid volumetric fraction field up to dryout. In addition to these parameters, a variation of fluid properties such as phase density, phase viscosity due to a change of system pressure can be used for gaining insight into the nature of two-phase flow behavior up to dryout.

• 물과 미래
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• 제8권2호
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• pp.56-60
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• 1975

Traditional descriptions of water movement in soils and of calculations of infiltration rates neglect the air movement and its compressibility. The movement of two fluids in the bounded layered porous medium is treated analytically and computer simulations are conducted for given boundary conditions and initial saturation profiles. The movement of a given saturation across the interface between the different soil layers is theoretically developed by considering the conservation of mass. It is shown that the existence of the interface affects the infiltration rate when the average total velocity is greater than zero. The transition from one layer to another layer cause a change in the capillary drive and consequently influences the infiltration rate.

• Geomechanics and Engineering
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• 제17권1호
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• pp.57-67
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• 2019

Water-induced strength reduction is one of the most critical causes for rock deformation and failure. Understanding the effects of water on the strength, toughness and deformability of rocks are of a great importance in rock fracture mechanics and design of structures in rock. However, only a few studies have been conducted to understand the effects of water on fracture properties such as fracture toughness, crack propagation velocity, consumed energy, and microstructural damage. Thus, in this study, we focused on the understanding of how microscale damages induced by water saturation affect mesoscale mechanical and fracture properties compared with oven dried specimens along three notch orientations-divider, arrester, and short transverse. The mechanical properties of calcite-cemented sandstone were examined using standard uniaxial compressive strength (UCS) and Brazilian tensile strength (BTS) tests. In addition, fracture properties such as fracture toughness, consumed energy and crack propagation velocity were examined with cracked chevron notched Brazilian disk (CCNBD) tests. Digital Image Correlation (DIC), a non-contact optical measurement technique, was used for both strain and crack propagation velocity measurements along the bedding plane orientations. Finally, environmental scanning electron microscope (ESEM) was employed to investigate the microstructural damages produced in calcite-cemented sandstone specimens before and after CCNBD tests. As results, both mechanical and fracture properties reduced significantly when specimens were saturated. The effects of water on fracture properties (fracture toughness and consumed energy) were predominant in divider specimens when compared with arrester and short transverse specimens. Whereas crack propagation velocity was faster in short transverse and slower in arrester, and intermediate in divider specimens. Based on ESEM data, water in the calcite-cemented sandstone induced microstructural damages (microcracks and voids) and increased the strength disparity between cement/matrix and rock forming mineral grains, which in turn reduced the crack propagation resistance of the rock, leading to lower both consumed energy and fracture toughness ($K_{IC}$).

• 동력기계공학회지
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• 제21권4호
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• pp.42-50
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• 2017

A velocity controller using a modified model reference adaptive controller (M-MRAC) and a projection operator for a fish sorting belt conveyor system with uncertainty parameters, input saturation and bounded disturbances is proposed in this paper. To improve the tracking performance and robustness of the proposed controller in the presence of bounded disturbances, the followings are done. Firstly, the reference model for the conventional model reference adaptive controller (CMRAC) is replaced by a modified reference model for a M-MRAC to reduce unexpected high frequency oscillation in control input signal when the adaptation rate is increased. Secondly, estimated parameters in an adaptive law are varied smoothly under bounded external disturbances and a projection operator is utilized in an adaptive law for the proposed M-MRAC controller to be robust. Thirdly, an auxiliary error vector is introduced for compensating the error dynamics of the system when the saturation input occurs. Finally, the experimental results are shown to verify the better effectiveness and performance of the proposed controller under the bounded disturbance and saturated input than that of a CMRAC.