• Ocean Systems Engineering
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• 제12권1호
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• pp.63-86
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• 2022

A refined projection-based purely Lagrangian meshfree method is presented towards reliable numerical analysis of fluid flow interactions with saturated/unsaturated porous media of uniform/spatially-varying porosities. The governing equations are reformulated on the basis of two-phase mixture theory with incorporation of volume fraction. These principal equations of mixture are discretized in the context of Incompressible SPH (Smoothed Particle Hydrodynamics) method. Associated with the consideration of governing equations of mixture, a new term arises in the source term of PPE (Poisson Pressure Equation), resulting in modified source term. The linear and nonlinear force terms are included in momentum equation to represent the resistance from porous media. Volume increase of fluid particles are taken into consideration on account of the presence of porous media, and hence multi-resolution ISPH framework is also incorporated. The stability and accuracy of the proposed method are thoroughly examined by reproducing several numerical examples including the interactions between fluid flow and saturated/unsaturated porous media of uniform/spatially-varying porosities. The method shows continuous pressure field, smooth variations of particle volumes and regular distributions of particles at the interface between fluid and porous media.

• 한국지하수토양환경학회지:지하수토양환경
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• 제17권6호
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• pp.69-81
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• 2012

Diverse geostatistical tools such as kriging have been used to estimate the volume and spatial coverage of contaminated soil needed for remediation. However, many approaches frequently yield estimation errors, due to inherent geostatistical uncertainties. Such errors may yield over- or under-estimation of the amounts of polluted soils, which cause an over-estimation of remediation cost as well as an incomplete clean-up of a contaminated land. Therefore, it is very important to use a better estimation tool considering uncertainties arising from incomplete field investigation (i.e., contamination survey) and mathematical spatial estimation. In the current work, as better estimation tools we propose stochastic simulation approaches which allow the remediation volume to be assessed more accurately along with uncertainty estimation. To test the efficiency of proposed methods, heavy metals (esp., Pb) contaminated soil of a shooting range area was selected. In addition, we suggest a quantitative method to delineate the confident interval of estimated volume (and spatial extent) of polluted soil based on the spatial aspect of uncertainty. The methods proposed in this work can improve a better decision making on soil remediation.

• 한국주조공학회지
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• 제23권4호
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• pp.187-194
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• 2003

The effect of rare earth elements (R.E)(from 0.0 to 0.04%) on the microstructure formation and mechanical properties of thin-wall ductile iron castings were investigated. Tensile strength and hardness were decreased with an addition of up to 0.03% rare-earth elements. After addition of more than 0.03%, those were increased. Graphite nodule sizes were the finest, nodule count was the highst regardless of thickness and volume fraction of ferrite was the largest when that was 0.02%. However, the nodule count was decreased with increasing R.E. Futhermore. nodule size increased with increasing thickness and the volume fraction of ferrite decreased as that was increased. Nodularity was increased regardless of the thickness as that was increased. The castings of minium thickness up to 3 mm was possible without the formation of chill.

• 한국농공학회지
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• 제6권2호
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• pp.803-808
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• 1964

In this experiment, it was attempted to determine the thermal conductivities of earth block materials which are recently much available for farm building constructions in Korea as lower cost building materials. For this experiment, two kinds of earth block materials were sampled. One of them was pure earth and the other was cementstabilized earth with a ratio of earth to cement by volume, 20 to 1. Cylindrical sections of specimen surrounding a steel pipe(I.D. =1 inch) were used. A resistance neater in the pipe and thermometers for the measurement of radial temperature distribution were installed as shown in Fig. 1 and photograph 1. The heat which flows through the pipe and the sample was produced by passing a current through a resistance wire stretched along the pipe axis. The complete apparatus used in this experiment is schematically shown in Fig. 1.

• Journal of the korean society of oceanography
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• 제39권3호
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• pp.155-162
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• 2004

The variation of volume transport during the period from 1965 to 2000 through the western channel of the Korea Strait was estimated by obtaining an relation function between the ADCP volume transport and the geostrophic volume transport estimated by the sea level difference between Pusan and Izuhara. The estimated climatological mean volume transport during past 36 years has seasonal variation with a minimum of 1.15 Sv in February and a maximum of 1.88 Sv in October. The mean volume transport for 36 years is 1.51 Sv. The annual mean volume transport has an interannual variation with a minimum of 1.26 Sv in 1968 and maximum of 1.90 Sv in 1973, with three dominant periods of variations of 14.96 years, 4.96 years and 2.99 years.

• 지적과 국토정보
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• 제47권1호
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• pp.111-126
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• 2017

소형 무인항공시스템(무인항공기 플랫펌과 센서의 융합기술, 'sUAS')은 정확성, 경제성 및 운용면의 무궁한 잠재성으로 여러 건설현장에서 새로운 응용이 창출되면서 활용이 점차 확산되고 있다. 본 연구의 목적은 소형 UAS에 의한 토공량 산정의 타당성을 검토하는 것이다. 이를 위해 시흥시 소재 배곧생명공원 내 위치한 대략 $270m{\times}300m{\times}20m$ 규모의 원추형 성토부를 대상으로 소형무인항공기를 활용하여 영상을 취득한 후, UAS 영상해석을 통해 산출된 토공량을 GNSS Network-RTK 지상측량에 의한 토공량과 정량적으로 비교분석하였다. 연구결과, 무인항공시스템 자료와 GNSS Network RTK 자료에 의한 토공량의 편차가 2% 이하였고 특히, 작업의 편이성, 신속성 및 경제성 면에서 소형 UAS 영상기반 토공량 산정의 효용성을 입증할 수 있었다. 따라서, 식생높이의 산정방안이 보완된다면 중 소규모 현장의 토공량 산정은 물론 3차원 지형공간정보 생성 분야에 무인항공영상의 응용이 유용할 것으로 기대된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.662-669
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• 2006

PEM(Prestressed Earth Method) is a method to minimize lateral movements of the ground generated by progressive excavation and increases shear strength by applying prestresses to the end of earth bolt equipped with a P.C. panel after earth bolt is set up under the in-situ ground. In case of PEM, there are noticeable advantages. First of all, PEM maximizes the utility of the ground because PEM needs less volume of backfill and cutting than other general walls. Second, it's an environmental method possible to garden on the banquette. In this study, the behavioral characteristics of PEM are analyzed and compared with soil nailing system through the measured data of PEM and numerical method using SMAP-2D program and also an increased stability of PEM is evaluated by increasing prestress of earth bolts through the numerical analysis using Slide (ver. 4.0) program.

• 한국환경과학회지
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• 제20권7호
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• pp.857-872
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• 2011

The variation of groundwater level in Jeju Island is analyzed with the data of precipitation observed from 48 monitoring post and groundwater level observed from 84 monitoring wells during 2001 to 2009. The groundwater level rises in summer and falls in winter. The rise of groundwater level by precipitation is fast and small in the eastern region and slow and large in the western region. However, the speed of fall during the period of no rain is slower in the eastern region than in the western region. It tells that permeability is greater in the eastern region than in the western region. In this paper, we set up the base level of groundwater and calculate recharge volume between the base level and groundwater surface. During the period, the average recharge volume was $9.83{\times}10^9m^3$ and the maximum recharge volume was $2.667{\times}10^{10}m^3$ after the typhoon Nari. With these volume and the recharge masses obtained by applying the recharge ratio of 46.1%, estimated by Jeju Province (2003), the porous ratio over the whole Jeju Island is 16.8% in average and 4.6% in the case of maximum recharge volume just after typhoon Nari. A large difference in the two ratios is because that it takes time for groundwater permeated through the ground just after rain fall to fill up the empty porous part. Although the porous ratios over the whole Jeju Island obtained in this way has a large error, they give us the advantage to roughly estimate the amount of recharged groundwater mass directly from observing the groundwater level.

• 한국광물학회지
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• 제20권4호
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• pp.261-266
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• 2007

천연시료 FeOOH-괴타이트에 대한 압축성을 측정하기 위하여 방사광과 라지 발륨 기기를 이용하여 상온에서 압축실험을 시행하였다. 에너지분산 x-선 회절법을 적용하였고 압력은 NaCl을 이용하여 측정하였다. 버치-머내한 상태방정식을 이용하여 계산된 체적탄성률은 131.1(5.8) GPa이었고 이때 $K_0'$은 고정된 값 4를 이용하였다. 현재 측정된 간은 이전에 발표된 값($111{\sim}147.9GPa$)과 일치하지 않고 차이를 보이고 있다.

• 한국측량학회지
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• 제24권2호
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• pp.227-234
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• 2006

건설교통부에서는 예산절감을 위해 토석정보시스템을 운영하고 있으며, 시스템 운영에 기본적으로 고려되어야 할 사항은 원지반의 토량을 기준으로 산정되는 토량 변화율인 토량환산계수의 정확한 적용이다. 토공사의 절성토량의 균형, 사토장 및 토취장의 계획은 공사비와 직접적인 관계를 가지고 있기 때문에 정확한 토공량 산정 및 효율적인 토공유동이 무엇보다도 중요하다고 할 수 있다. 그러나 현장에서의 비합리적인 토량환산계수의 적용으로 토공유동이 효과적이지 못한 점이 있으며, 정확한 공사비 산정 및 투입에도 지장을 초래할 수 있다. 이와 같이 효율적인 토공유동계획은 토공량 산정의 정확도에 기인한다고 할 수 있으며, 정확한 토량환산계수의 적용이 토공량 산정에 절대적이라 할 수 있다. 본 연구에서는 대규모 토공사가 실시되는 현장을 대상으로 대상지 내의 임의지점 절 성토부를 굴착하고 굴착 전후 및 다짐후의 체적을 사진측량기법 및 레이저스캐닝기법으로 정밀한 수치표고모형을 제작하여 토량환산계수를 산정하고, 동시에 절 성토부 건조밀도시험을 통해 산정되는 토량변화율의 결과값과 비교 분석하여 신뢰성 있는 토량환산계수의 산정방법을 결정하고자 한다.