• Geomechanics and Engineering
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• 제36권6호
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• pp.631-640
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• 2024

In the traditional slope stability analysis, ignoring the spatial variability of slope soil will lead to inaccurate analysis. In this paper, the K-L series expansion method is adopted to simulate random field of soil strength parameters. Based on Random Limit Equilibrium Method (RLEM), the influence of variation coefficient and fluctuation range on reliability of soil slope supported by micro-pile is investigated. The results show that the fluctuation ranges and the variation coefficients significantly influence the failure probability of soil slope supported by micro-pile. With the increase of fluctuation range of soil strength parameters, the mean safety factor of the slope increases slightly. The failure probability of the soil slope increases with the increase of fluctuation range when the mean safety factor of the slope is greater than 1. The failure probability of the slope increases by nearly 8.5% when the fluctuation range is increased from δ_v=2 m to δ_v =8 m. With the increase of the variation coefficient of soil strength parameters, the mean safety factor of the slope decreases slightly, and the probability of failure of soil slope increases accordingly. The failure probability of the slope increases by nearly 31% when the variation coefficient increases from COV_c=0.2, COV_φ=0.05 to COV_c=0.5, COV_φ=0.2.

• 한국지반환경공학회 논문집
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• 제11권4호
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• pp.19-24
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• 2010

사면의 거동에 관한 종래의 해석 기법은 사면거동을 시간과 변위의 2차원 크리프로 해석하는 것이었으나, 이러한 해석 기법은 강우에 의한 응력변화를 고려 않고 시간에 따른 변위만을 고려하여, 강우 시 사면의 거동 및 붕괴를 설명하지 못한다. 또한 강우에 의한 이력현상으로 인해 파괴면내의 전단에너지가 감소한다. 크리프 해석은 응력항을, 이력현상 해석은 시간항을 무시한 해석이므로, 두 가지 해석을 결합하여, 사면의 거동을 해석한다면, 응력변화, 변위 및 시간을 모두 고려한 실제 사면의 거동해석이 됨을 알 수 있다. 그러나 응력변화에 관한 항은, 강우로 인한 실제 사면의 침투 및 배수 시, 전단응력의 변화 및 전단강도의 변화를 동시에 유발하므로, 이 두 항을 동시에 고려할 수 있는 안전계수항으로 바꾸어야 한다. 본 논문은 강우의 지반침투 및 배수로 인하여 사면의 단위중량이 변하는 과정에 대한 크리프와 이력현상을 고려할 수 있는 결합해석으로 고찰하고 이에 따른 사면붕괴에 관한 전단응력과 전단강도의 변화 및 안전계수변화를 3차원으로 나타내고자 수행한 결과이다.

• 한국정보통신학회논문지
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• 제17권9호
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• pp.2133-2138
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• 2013

다중게이트 구조인 나노 와이어 n-채널 무접합(junctionless) 및 반전모드(inversion mode) MuGFET에서 문턱전압 이하의 급격히 작은 기울기 (subthreshold slope)가 온도에 따라 변하는 것을 비교 분석하였다. 온도가 증가함에 따라 무접합 및 반전모드 소자의 문턱전압 아래 기울기는 증가하는 것으로 관측 되었다. 문턱전압 아래 기울기 증가는 반전모드 소자보다 무접합 소자에서 더 심함을 알 수 있었다. 소자의 핀 폭이 다른 소자의 문턱전압 아래 기울기의 온도 의존성은 비슷한 것으로 관측되었다. 그리고 기판 전압에 따른 문턱전압 아래 기울기의 온도 의존성 측정으로부터 기판전압이 증가함에 따라 문턱전압 아래 기울기 변화는 심하지 않는 것으로 관측되었다. 기판에 양의 전압을 인가하므로 무접합 MuGFET 소자를 이용하여 400K 온도에서도 문턱전압 아래 기울기가 41mV/dec 이하인 소자를 구현할 수 있었다.

• 대한전자공학회논문지SD
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• 제43권1호
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• pp.59-64
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• 2006

단일 기울기 ADC에 사용되는 램프 신호의 기울기는 공정과 주파수 변화에 민감하다. 이러한 변화는 ADC 이득 변화와 이미지 신호 프로세싱의 성능까지 영향을 준다. 본 논문에서는 자동 교정된 램프 신호를 이용한 단일 기울기 ADC를 이용하여 공정과 주파수 변화에 영향을 받지 않은 CMOS 이미지 센서를 제안하다. 본 논문에서 제안된 built-in-self-calibration (BISC) 구조는 공정과 주파수 변화에 상관없이 입력 조도별로 일정한 출력 값을 갖는 단일 기울기 ADC 동작을 가능하게 한다. 제안된 BISC를 탑재한 CMOS 이미지 센서는 $0.35{\mu}m$ 공정을 이용하여 제작하였다. 측정 결과는 제안된 구조가 공정이나 클럭 주파수의 변화에 따라 효과적으로 램프 기울기를 교정한다는 것을 보여준다. 칩 면적의 증가 정도는 $0.7\%$ 미미하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.789-795
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• 2008

Slope stability is affected by various factors. For safety management of slopes, monitoring systems have been widely constructed along railway lines. The representative data from the systems are variations of ground profile such like ground water level and pore water pressure etc. and direct displacement measured by ground clinometer and tension wire sensor. Slopes are mainly effected by rainfall and rainfall causes the decrease of factor of safety(FOS). Because FOS varies linearly by the variation of ground water level and pore pressure, it has a weak point that could not define the time and proper warning sign to secure the safety of the train. In this study, alternative of FOS such as reliability index and probability of failure is applied to slope stability analysis introducing the reliability concept. FOS, reliability index, probability of failure and velocity of probability of failure of the slopes by variation of ground water level are investigated for setting up the specification of safety management of slopes. By executing case study of a slope(ILLO-IMSUNGLI), it is showed to be applied to specification of safety management.

• International Journal of Industrial Entomology and Biomaterials
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• 제9권2호
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• pp.273-277
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• 2004

Variation in the size of the silk filament will determine the uniformity and quality of the silk reeled. In the present study, an attempt has been made to study the filament size variation in 6 multivoltine parental breeds and 9 multivoltine ${\times}$ bivoltine hybrids in all three seasons of a year. All multivoltine breeds and multivoltine ${\times}$ bivoltine hybrids showed variation in filament size throughout its length from the outer layer to inner layer. Results of the present study indicated that the size of the filament decreased from outer to inner layer. The decrease in filament size was sudden in some breeds/hybrids whereas it was gradual in other. Relationship between filament length to that of slope, average filament size to slope, and maximum filament size to slope was determined based on regression analysis. Regression analysis revealed significant positive correlation between slope vs average filament length (r=0.92$^{**}$) in multivoltine${\times}$bivoltine hybrids. Among parental breeds, 96C showed lowest slope of the curve (b-value: -0.00428) and 96A showed highest slope of the curve (b-value: -0.00269). Among 9 hybrids, PM${\times}$N $B_4$ $D_2$ recorded lowest slope value (b-value: -0.00328) and BL24${\times}$N $B_4$ $D_2$ showed highest value for slope of the curve (b-value: -0.00234). The breed 96C, which showed lowest slope value can be utilized for future breeding programmes to breed strains with less size deviation. Three multivoltine${\times}$bivoltine hybrids viz., PM${\times}$N $B_4$ $D_2$, 96E${\times}$CSR19 and BL67${\times}$CS $R_{101}$ , which showed less slope values (b-values: -0.00328, -0.00300 and -0.00297 respectively) can be utilized for commercial exploitation to produce uniform silk.k.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2003년도 추계학술대회 논문집(II)
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• pp.397-402
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• 2003

Infiltration of rainfall causes railway embankment to be unstable and may result in failure. Basic relationship between the rainfall and stability of railway embankment are defined to analyze the stability of embankment by rainfall. An experimental study for defining of infiltration rate of rainfall into slope is conducted in the lab. The results of Rainfall infiltration show that rainfall infiltration is not equal to infiltration as like reservoir because rate of rainfall infiltration is controlled by slope angle. Based on these results, boundary condition of rainfall is altered and various numerical analysis are performed. The variation of shear strength, the degree of saturation and pore-water pressure for railway slope during rainfall can be predicted and the safety factor of railway slope can be expressed as the function of rainfall amount, namely rainfall index. Therefore, it is judged that this rainfall index can be a good tool for the rail-transport operation control.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.509-516
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• 2002

Rainfall-induced landslides in a weathered granite soil slope have mostly relative shallow slip surfaces above the groundwater table The pore-water pressure of soil above the groundwater table is usually negative. This negative pore-water pressure(or matric suction) has been found to make a large contribution to the slope stability. Therefore, the variation of in-situ matric suction profiles with time in a soil slope should be understood. In this study, a field measurement program was carried out from June to August, 2001 to monitor in-situ matric suctions and volumetric water contents in a weathered granite soil slope. The influence of climatic conditions on the variation of in-situ matric suctions could be found to decrease rapidly with depth. It could be found that decrement of matric suction induced by precipitation is affected not only by the amount and duration of rainfalls but also by the initial matric suction just prior to rainstorms. The soil-water characteristic from the field monitoring tends toward the wetting path of SWCC obtained from the laboratory test.

• 지질공학
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• 제24권3호
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• pp.333-341
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• 2014

The construction of roads, tunnels, and bridges results in changes to the local terrain that may influence the ground safety factor, which represents the stability of geotechnical structures. In this study, we assessed construction sites that had collapsed as a result of terrain change, and then simulated variation in the ground safety factor with respect to terrain change caused by road construction. We assumed steep slopes to simulate changes in terrain in a mountainous area and assumed that earthworks took place for road construction by cutting a platform into the slope and altering the slope angle of the terrain both above and below the road. We calculated values of the ground safety factor through a stability analysis of the slope both above and below the road, and examined the variation in the safety factor of the above- and below-road slopes with respect to changes in road width. We found that if the slope angle was the same above and below the road, then the change in the ground safety factor during/after road construction occurred in the slope below the road, and if the slope angle above the road differed from that below, then the change occurred in both the above- and below-road slopes. Furthermore, the ground safety factor was essentially constant for road widths exceeding 2-6 m, depending on both above- and below-road slope angle. The findings of this study can be used to guide the management of construction sites and to assess changes in ground stability during road construction work, particularly in the early stages of earthworks, when the road width is narrow.

• 지질공학
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• 제24권1호
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• pp.1-8
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• 2014

Numerical stability analysis of an unsaturated infinite slope under rainfall-induced infiltration conditions was performed using generalized effective stress to unify both saturated and unsaturated conditions The soil-water characteristic curve (SWCC) of sand with a relative density of 75% was initially measured for both drying and wetting processes. The hydraulic conductivity function (HCF) and suction stress characteristic curve (SSCC) were subsequently estimated. Under the rainfall-induced infiltration conditions, transient seepage analysis of an unsaturated infinite slope was performed using the finite element analysis program, SEEP/W. Based on these results, the stability of an unsaturated infinite slope under rainfall-induced infiltration conditions was examined in relation to suction stress. According to the results, the negative pore-water pressure and water content within the slope soil changed over time due to the infiltration. In addition, the variation of the negative pore-water pressure and water content led to a variation in suction stress and a subsequent change in the slope's factor of safety during the rainfall period.