• 한국해양공학회지
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• 제31권6호
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• pp.388-396
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• 2017

A Lagrangian approach based computational fluid dynamics (CFD) was used to simulate large and/or sharp deformations and fragmentations of interfaces, including free surfaces, through tracing each particle with physical quantities. According to the concept of the particle-based CFD method, it is possible to apply it to both fluid particles and solid particles such as sand, gravel, and rock. However, the presence of more than two different phases in the same domain can make it complicated to calculate the interaction between different phases. In order to solve multiphase problems, particle interaction models for multiphase problems, including surface tension, buoyancy-correction, and interface boundary condition models, were newly adopted into the moving particle semi-implicit (MPS) method. The newly developed MPS method was used to simulate a typical validation problem involving dam breaking. Because the soil and other particles, excluding the water, may have different viscosities, various viscosity coefficients were applied in the simulations for validation. The newly developed and validated MPS method was used to simulate the mobile beds induced by broken dam flows. The effects of the viscosity on soil particles were also investigated.

• 한국농공학회지
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• 제26권3호
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• pp.81-89
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• 1984

To examine the moisture adsorption and permeability characteristics, weathered granite soils of different degrees of weathering, cultivated upland soils and sands of Han-river were sampled. The results are as follows: 1. In case that the mother rock was same, the pF values under same moisture content decreased according as the grain size of soil became finer by the weathering process. 2. In case that the mother rock was different, the pF value varied by the behavior of clay minerals, and the cultivated upland soils showed more sensitive reaction than sands and fresh granite soils. 3. The pF value changed by the difference of primary moisture content and also influenced by soil structure, testing method and etc. 4. The pF value and compaction curve had close relation, however under same moisture content, the pF value decreased by the increment of density. 5. The permeability depend on the available void ratio between the soil particles according to the degree of weathering, and the pF value of available void water between the soil particles which related directly to permeability was about 3.3 except the void water holded in the soil particles. 6. As the above, the pF value and permeability were differentiated by degree of weathering, primary moisture content, density and etc. Therefore it is considered unreasonable to define uniformly by soil texture.

• 한국토양비료학회지
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• 제10권4호
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• pp.245-256
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• 1978

수도(水稻)에 대한 용성인비(熔成燐肥)의 입도별(粒度別) 효과를 밝히고저 분말도(粉末度)의 함량비율을 달리한 제품을 시용(施用)하여 토양(土壤) 및 식물체(植物體)중의 인산함량(燐酸含量)의 변화와 생육(生育) 및 수량(收量)에 대한 영향을 포장시험(圃場試驗)과 폿트시험을 통하여 조사한 바 다음과 같은 결과(結果)를 얻었다. 1. 제품(製品) 및 분말도(粉末度)의 함량비율(含量比率)과 정조수량(正租收量)과의 관계(關係)에서 대립(大粒)의 분포(分布)가 많은 제품(製品)(16~28mesh)의 수량(收量)이 가장낮고 미분말(薇粉末)의 분포(分布)가 큰(100mesh 이하(以下)) 시판용성인비(市販熔成燐肥)보다는 중립(中粒)의 분포(分布)(28~48mesh)가 많은 제품(製品)의 수량(收量)이 가장 높았으나 유의성(有意性)이 있는 차이(差異)는 나타나지 않았다. 입도분포율(粒度分布率)에 따른 정조(正租)와의 관계(關係)는 28~48mesh의 분포(分布)가 56%, 48~65mesh사이의 분포(分布)가 44%인 제품(製品)이 수도(水稻)에서 인산흡수(燐酸吸收) 및 수량(收量)에 가장 이상적(理想的)인 비율(比率)로 추정(推定)된다. 2. 생육조사(生育調査)의 결과 전북통(全北統) 토양(土壤)은 단일제품에서는 분말도(粉末度)가 미세한 처리구에서 초기생육이 떨어진 경향으로서 분얼수가 적고 초장이 짧았으나 수확기에는 주당경수(株當莖數)가 오히려 증가된 경향이고 초장도 길었다. 복합제품의 경우에는 28~48mesh 입자(粒子)의 함량이 많은 제품의 처리구에서 생육(生育)이 좋았다. 예산통(禮山統) 토양(土壤)에서는 인산시용효과(燐酸施用效果)가 현저(顯著)하여 무인산구(無燐酸區)에서는 인산결핍현상(燐酸缺乏現象)이 전생육기간(全生育期間)동안 지속(持續)되었으며 대중소립간(大中小粒間) 생육차이(生育差異)는 초기(初期)에는 대립품(大粒品)의 생육(生育)이 양호(良好)하였고 후기(後期)에는 미립품(微粒品)의 생육(生育)이 회복되었으며 복합제품에는 48mesh보다 미세한 입자(粒子)의 함량이 많을수록 분얼경수가 적은 경향을 나타냈다. 3. 토양(土壤)중 유효인산(有效燐酸)의 함량은 단일제품 및 복합제품 모두 분말도(粉末度)가 미세할수록 많아지는 경향이였고 수도(水稻)의 생육기별(生育期別)로 식물체(植物體)의 인산흡수량(燐酸吸收量)이 증가됨에 따라 토양(土壤)중 인산(燐酸)의 함량이 감소(減少)되어 갔는데 분말도(粉末度)가 미세할수록 그 감소량(減少量)이 컸으며 토양(土壤)중에 인산함량(燐酸含量)이 많았던 숙답(熟畓)인 전북통(全北統) 토양(土壤)보다 예산통(禮山統) 토양(土壤)에서 무처리구에 비하여 처리구가 인산흡수량(燐酸吸收量)의 증가(增加)가 컸다. 4. 식물체(植物體)중 인산(燐酸)의 흡수량은 단일제품에서는 모두 분말도(粉末度)가 미세할수록 많아지는 경향이였으며 출수기에 그 차이가 컸으나 수확기에는 각 처리구 모두 비슷한 함량을 나타냈는데 복합제품에서는 전북통(全北統) 토양(土壤)의 포장시험(圃場試驗)에서 28~48mesh 입자(粒子)의 함량비율이 많은 제품의 처리구가 인산흡수량(燐酸吸收量)이 많았으며 폿트시험에서는 48mesh보다 큰 입자(粒子)의 함량비율이 53.4%, 48mesh보다 작은 입자의 함량비율이 46.6%에서 식물체(植物體)중의 인산(燐酸)의 흡수량이 가장 많았고, 예산통(禮山統) 토양(土壤)의 폿트시험에서는 48mesh보다 큰 입자(粒子)의 함량 비율이 47.8% 그리고 48mesh보다 작은 입자(粒子)의 함량비율이 50.2%에서 식물체(植物體)중의 인산(燐酸)의 흡수량이 가장 많았다. 5. 식물체(植物體)중의 인산(燐酸)과 규산흡수량(珪酸吸收量)의 비교(比較)에서 전북통(全北統) 및 예산통(禮山統) 토양(土壤)의 폿트시험 모두 제품의 분말도(粉末度)가 미세할수록 인산(燐酸)의 흡수량이 증가되는 반면에 규산(珪酸)의 흡수량은 감소(減少)되는 경향이었다.

• 천문학회보
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• 제40권1호
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• pp.62.1-62.1
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• 2015

Polarization of the light reflected off the Moon provides information on the size and composition of the particles in the lunar regolith. The mean particle size of the regolith can be estimated from the combination of the albedo and degree of polarization, while the color ratio of the parallel-component polarization (CP) has been suggested to be related to the amount of nanophase metallic iron (npFe^0) inside the regolith particles. Both the mean size and npFe^0 abundance of the particles have been used as maturity indicators of the regolith since sustained impacts of high energy particles and micro-meteoroids cause comminution of particles and production of npFe^0. Based on our multispectral polarimetric observations of the whole near side of the Moon in the U, B, V, R, and I bands, we compare the maps of the mean particle size, CP, and the optical maturity (OM). We find that the mean particle size map is sensitive to the most immature (~0.1 Gyr) soil, the OP map to the intermediate immaturity (a few 0.1 Gyr) soil, and the CP map to the least immature (~1 Gyr) soil.

• 한국농공학회지
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• 제31권3호
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• pp.57-69
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• 1989

The study was carried out for the strength parameter of coarse grained Soil and slope stability analysis of earth dam. The test samples were taken fifteen kinds of soil from cohesive soil to coarse gravel. The degree of compaction of test samples for shear test and permeability test was chosen 95 percentage of maximum dry density. The results of this study are as follows ; 1.The maximum dry density(Yd) of coarse grained soil increase in proportion to coarse particles(P) with the relation of Y d= 1.609+0.0043P. 2.The coefficients of permeability(k) decrease by the increase of fine particles(n) with the relation of k=0.0426e-0 185n. 3.The cohesions of soil decrease by the increase of coarse particles, but internal friction angles are more increased in same condition. 4.The internal friction angles(${\Phi}$) decrease in inverse proportion to void ratio(e) with the relation of ${\Phi}$ = 73.068 - 69.268e. 5.The strength parameters( Ct ${\Phi}$t) by triaxial compression test are clearly smaller than that (Cd, ${\Phi}$d) by direct shear test in fine grained soil, but the differences between both parameters are a little in coarse grained soil.The relations of both parameters are as follows; Ct = O.544Cd + 0.04 ${\Phi}$t= 1.282${\Phi}$d-2306 6.In cohesive soil, the strength parameters( Cl ${\Phi}$l) by large size shear test apparatus are similar to the strength parameters(Cs , ${\Phi}$s) by small size shear test appratus, but Cs and ${\Phi}$s values are larger than Cl and ${\Phi}$l values from 10 percentage to 20 percentage in coarse grained soil. 7.The fine grained soil is inappropriate to high dam more than 20 meters and it must be taken coarse grained soil with high internal friction angle for high dam.

• 한국지반공학회논문집
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• 제23권11호
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• pp.49-58
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• 2007

침투그라우팅시 미세입자의 이동 메카니즘과 미세입자들의 간극 충진 후 강도증가 상태를 파악하기 위해 PFC3D를 이용한 수치해석을 수행하였다. 해석을 위하여 업스케일링 기법을 이용하였으며 연구를 통해 다음과 같은 사실들이 관찰되었다. 첫째, 토층 입자에 대한 그라우팅 미세 입자의 상대적 크기가 0.05배에서 0.25배로 증가하면서 입자의 이동이 제한을 받게 된다. 특히, 0.20배 또는 0.25배의 그라우팅 미세입자의 경우, 토층 입자들 간의 공극이 하나 또는 다수의 미세입자들에 의해 막히기 때문에 미세입자의 이동이 거의 없다. 또한 0.05배와 0.10배의 경우, 입자의 이동량이 거의 유사하므로 입자 크기가 감소되어도 그라우팅 효과의 증진은 한계가 있다. 둘째, 침투그라우팅 전과 후의 수치시료에 대한 물성 실험을 한 결과 점착력과 마찰계수가 증가함이 확인되었다.

• Geomechanics and Engineering
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• 제17권1호
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• pp.19-30
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• 2019

Recent research on the behavior of silty sand tends to advocate the use of equivalent skeleton void ratio to characterize the density state of this type of soil. This paper presents an investigation to explore the physical meaning of the equivalent skeleton void ratio by means of DEM simulations for assemblies of coarse and fine particles under biaxial shear. The simulations reveal that the distribution pattern of fine particles in the soil skeleton plays a crucial role in the overall macroscopic response: The contractive response observed at the macro scale is mainly caused by the movement of fine particles out of the force chains whereas the dilative response is mainly associated with the migration of fine particles into the force chains. In an assembly of coarse and fine particles, neither all of the fine particles nor all of the coarse ones participate in the force chains to carry the external loads, and therefore a more reasonable definition for equivalent skeleton void ratio is put forward in which a new parameter d is introduced to take into account the fraction of coarse particles absent from the force chains.

• Geomechanics and Engineering
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• 제31권2호
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• pp.149-158
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• 2022

Ladle furnace (LF) slag, waste from the steel-making process, was incorporated to improve the compressive strength of soil cement. LF slag was mixed to replace the cement in the soil-cement samples with wt% ratio 20:0, 15:5, and 10:10 of cement and slag, respectively. LF slag in the range of 5, 10, and 20 wt% was also separately added to the 20-wt% cement-treated soil samples. The soil-cement mixed LF slag samples were incubated in a plastic wrapping for 7, 14, and 28 days. The strength of soil cement was highly developed to be higher than the standard acceptable value (0.6 MPa) after incorporating slag into soil cement. The mixing of LF slag resulted in more hydration products for bonding soil particles, and hence improved the strength of soil cement. With the LF slag mixing either a replacement or additive materials in soil cement, the LF slag to cement ratio is considered to be less than 1, while the cement content should be more than 10 wt%. This is to promote a predominant effect of cement hydration by preventing the partially absorbed water on slag particles and keeping sufficient water content for the cement hydration in soil cement.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.896-905
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• 2006

Several soil parameters such as particle characteristics, geological element, drainage and loading conditions are influenced on the shear strength of soil. The characteristics of soil particles are important factor to the shear strength of soil. However, this component is not well considered in the determination of soil strength in Korea. The particle shape of sand was analyzed by utilizing SEM(Scanning Electron Micrograph) and compared its results in terms of aspect ratio, angularity and roughness. Based on the determined soil parameters, the ultimate bearing capacity of sandy ground was estimated by using Terzaghi bearing capacity equation.

• Geomechanics and Engineering
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• 제20권6호
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• pp.505-516
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• 2020

In recent years, Nano-technology significantly invaded the field of Geotechnical engineering, particularly in soil stabilisation techniques. Stabilisation of weak soil is envisioned to modify various soil characteristics by the addition of natural or synthetic materials into the virgin soil. In the present study, laboratory experiments were executed to investigate the influence of nano-silica particles in the consistency limits, compressive strength of the soft clay blended with cement. The results revealed that the high compressibility behaviour of soft clay modified to medium-stiff condition with fewer dosages of cement and nano-silica. The mechanism behind the strength development is verified with the previous researches as well as from Fourier Transform Infrared spectroscopy (FTIR), X-ray diffraction test (XRD) and Scanning Electron Microscopy (SEM) analysis. Based on the results, the presence of nano-silica in soft clay blended with cement has a positive effect on the behaviour of soil. This technique proves to be very economical and less detrimental to the environment.