• 한국건축시공학회지
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• 제12권3호
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• pp.275-283
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• 2012

본 연구는 철근 콘크리트 구조물의 장수명화를 위해 고성능 다기능 폴리머 시멘트 복합체의 개발을 목적으로, 우수한 성능을 갖는 VA/E/MMA (Vinyl Acetate/Ethylene/Methyl Methacrylate) 터폴리머 분말수지와 아질산형 하이드로칼루마이트를 병용한 폴리머 시멘트 모르타르의 염화물이온 침투 저항성, 중성화 저항성, 건조수축 및 철근부식 촉진시험을 통하여 그 내구성과 방청성을 검토하는 것이다. 그 결과, 폴리머 결합재비에 관계없이 칼루마이트의 치환에 의해 폴리머 시멘트 모르타르의 내구성이 일부 저하하는 경향을 보였으나, 이는 폴리머 결합재비의 증가에 따라 크게 개선되었다. 방청성의 경우 VA/E/MMA 분말수지 사용으로 시멘트 매트릭스 내 생성된 폴리머 필름에 의한 이온 및 가스투과 저항성 증대와 칼루마이트의 이온교환반응에 따른 염화물 이온 흡착 및 아질산 이온을 방출하는 자기방청기능에 의하여 우수한 방청효과를 보였다. 따라서, 철근콘크리트 구조물의 장수명화를 위해 VA/E/MMA 터폴리머 분말수지와 아질산형 하이드로칼루마이트의 병용에 의해 우수한 방청성과 내구성을 갖는 폴리머 시멘트 복합체의 개발이 가능할 것으로 판단된다.

• Geomechanics and Engineering
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• 제14권3호
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• pp.211-224
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• 2018

In this paper, a predictive method accounting for the scaling effects of rockfill materials in the numerical deformation analysis of rockfill dams is developed. It aims to take into consideration the differences of engineering properties of rockfill materials between in situ and laboratory conditions in the deformation analysis. The developed method is based on the modification of model parameters used in the chosen material model, which is, in this study, an elasto-plastic model with double yield surfaces, i.e., the modified Hardening Soil model. Datasets of experimental tests are collected from previous studies, and a new dataset of the Nam Ngum 2 dam project for investigating the scaling effects of rockfill materials, including particle size, particle gradation and density, is obtained. To quantitatively consider the influence of particle gradation, the coarse-to-fine content (C/F) concept is proposed in this study. The simple relations between the model parameters and particle size, C/F and density are formulated, which enable us to predict the mechanical properties of prototype materials from laboratory tests. Subsequently, a 3D finite element analysis of the Nam Ngum 2 concrete face slab rockfill dam at the end of the construction stage is carried out using two sets of model parameters (1) based on the laboratory tests and (2) in accordance with the proposed method. Comparisons of the computed results with dam monitoring data indicate that the proposed method can provide a simple but effective framework to take account of the scaling effect in dam deformation analysis.

• 한국축산식품학회지
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• 제27권3호
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• pp.357-362
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• 2007

Nine brand populations of Hanwoo cattle were characterized using 11 microsatellite DNA markers. The studied populations were: Ansung, Yangpyang, DaeGwanryeng, Palkongsangkangwoo, Hoengseong, Jangsu, Sumjinkang, Hadong, Nam-hae. The observed heterozygosity, expected heterozygosity, and polymorphism information content were calculated. Allele frequencies were calculated and used for the characterization of each brand population and to study their genetic relationships. Genetic distances were estimated using Nei's DA genetic distance and the resultant DA matrix was used in the construction of phylogenetic trees. The NJ tree showed that Ansung and Yangpyang, Sumjinkang and Jangsu, Namhae and Ha-Dong are closely related and are considered to have undergone genetic exchange within the same locale. This study will contribute to the local Hanwoo brand industry.

• 한국지리정보학회지
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• 제13권4호
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• pp.170-180
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• 2010

지하공간 개발의 증가에 따라 지층단면도 등 다양한 형태로 제공되는 지하공간 정보모델의 신뢰성이 요구되고 있다. 그러나 지반은 근본적으로 불확실하며, 이를 표현하는 정보모델도 자료부족, 해석표준 부재 등의 비통계적 요인과 외부환경 변수라는 통계적 요인으로 불확실성을 가진다. 따라서, 현재의 모델 생성은 고도로 훈련된 전문가에 의해 이뤄지고 있다. 본 연구는 지반공학 전문가의 경험과 지식에서 시맨틱을 추출하고, 이를 온톨로지 모델과 정보량으로 정량화하였다. 정량화한 온톨로지 모델은 군집분석의 클러스터간 거리계산에 적용하여 시맨틱을 고려한 군집분석 방법론을 제안하였다. 본 제안 방법을 실험지역에 적용한 결과 기존 K-Means 방법에 비해 전문가의 해석과 유사한 결과를 도출하였으며, 수작업으로는 어려운 대용량 데이터를 손쉽게 처리하고 3차원 GIS로 가시화가 가능하였다. 본 연구를 통해 지반공학 전문가의 도움 없이도, 그 경험을 고려하면서 대량의 지반정보 데이터를 효과적으로 처리하여 신뢰성 있는 지하공간 정보모델을 생성할 수 있을 것이다.

• 한국건설순환자원학회논문집
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• 제9권4호
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• pp.553-560
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• 2021

본 연구에서는 순수시료를 사용한 시멘트 클링커와 석탄재를 7% 적용한 클링커를 1050~1500℃의 온도로 소성하여 소성온도별 시멘트 광물의 함량 변화와 미세구조의 변화를 검토하였다. 시멘트 클링커의 원료로서 석탄재의 적용은 알루미나 및 규산질의 공급원으로 적용이 가능하였으며, 석탄재를 적용한 시멘트 클링커는 1350℃ 이상의 소성온도에서 순수원료를 적용한 시멘트 클링커와 동등 수준의 광물량을 나타내었고, 미세구조 또한 유사한 상태를 나타내어 시멘트 원료로서 석탄재의 활용이 가능함을 확인하였다. XRD-Reitveld 분석에서 1250℃에서 Belite의 최대량이 생성되어 1350℃에서부터 Belite에서 Alite로의 전환이 나타났다. 1350℃에서부터 간극상과 Alite로 추정되는 광물상이 구분되며, 1400℃에서부터 명확하게 구분되었다. 소성온도가 증가함에 따라 결정상의 형상과 경계가 명확해지며, 결정상의 크기도 증가되는 것이 나타났다.

• 한국농공학회지
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• 제28권4호
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• pp.66-76
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• 1986

This study was attempted to investigate the effects of delayed compaction on the unconfined compressive strengh and dry density of Soil-cement mixtures. Soil-cement construction is a time-consuming procedure. Time-delay is known as a detrimental factor to lower the quality of soil-cement layer. A laboratory test was performed using coarse and fine weathered granite soils. The soils were mixed with 7% cement at optimum moisture content and excess moisture content in part. Socondary additives such as lime, gypsum-plaster, flyash and sugar were tried to counteract the detri-mental effect of delayed compaction. The specimens were compacted by Harvard Miniature Compaction Apparatus at 0,1,2,4,6 hors after mixing. Two kinds of compactive efforts(9 kgf and 18 kgf tamper) were applied. The results were summarized as follows: 1.With the increase of time delay, the decrease rate of dry density of the specimen compacted by 9 kgf tamper was steeper than that of the specimen compacted by 18kgf tamper. In the same manner, soil-B had steeper decreasing rate of dry density than soil-A. 2.Based on the results of delayed compaction tests, the dry density and unconfined compressive sterngth were rapidly decreased in the early 2 hours delay, while those were slowly decreased during the time delay of 2 to 6 hours. 3.The dry density and unconfined compressive strength were increased by addition of 3% excess water to the optimum moisture content during the time delay of 2 to 6 hours. 4.Without time delay in compaction, the dry densities of soil-A were increased by adding secondary additives such as lime, gypsum-plaster, flyash and sugar, on the other hand, those of soil-B were decreased except for the case of sugar. 5.The use of secondary additives like lime, gypsum-plaster, flyash and sugar could reduce the decrease of unconfined compressive strength due to delayed compaction. Among them, lime was the most effective. 6.From the above mentioned results, several recommendations could be suggested in order to compensate for losses of unconfined compressive strenght and densit v due to delayed compaction. They are a) to use coarse-grained granite soil rather than fined-grained one, b) to add about 3% excess compaction moisture content, c) to increase compactive effort to a certain degree, and d) to use secondary additives like line gypsum-plaster, flyash, and sugar in proper quantity depending on the soil types.

• 한국환경과학회지
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• 제21권11호
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• pp.1389-1394
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• 2012

This study was carried out to evaluate the physicochemical properties of topsoil from forest development area. The results of physicochemical properties of topsoil from forest development area shown on the average loamy sand~sandy clay loam in soil texture, 5.3~7.1 in pH, 0.02~0.18 dS/m in EC, 0.7~1.8% in OM, 0.03~0.11% in T-N, 11~15 $cmol^+/kg$ in CEC, 0.02~0.04 $cmol^+/kg$ in $K^+$, 4.51~8.18 $cmol^+/kg$ in $Ca^{2+}$, 0.93~2.77 $cmol^+/kg$ in $Mg^{2+}$, 6~49 mg/kg in available phosphate. And the results of physicochemical properties of topsoil from forest non-development area shown on the average sandy loam~sandy clay loam in soil texture, 4.4~5.3 in pH, 0.03~0.05 dS/m in EC, 3.1~4.6% in OM, 0.13~0.23% in T-N, 14~18 $cmol^+/kg$ in CEC, 0.02~0.04 $cmol^+/kg$ in $K^+$, 0.78~3.82 $cmol^+/kg$ in $Ca^{2+}$, 0.29~1.31 $cmol^+/kg$ in $Mg^{2+}$, 3~31 mg/kg in Av. $P_2O_5$. On the other hand, forest development area of topsoil sand content higher than 8~18% sand content than the forest non-development area. This trend is thought to be the absence of topsoil management development projects. Consequently, the results suggested a high potential of recycling of the topsoil from forest non-development area for planting soil. Therefore, in construction of the conservation and management of topsoil from forest non-development area is very important.

• 유기물자원화
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• 제8권3호
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• pp.112-117
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• 2000

음식물쓰레기는 높은 함수율과 VS(volatile solids) 함량으로 인해 수거, 운반 및 매립에 있어서 부패, 악취, 침출수 등의 주요 원인이 되고 있다. 음식물쓰레기의 산발효는 기질의 생분해도와 식종균의 분해능력과 같은 발효제한요소에 의해서 영향을 받는데, 음식물쓰레기의 생분해도는 잘 분해되지 않으며 전체 양의 약 50%를 차지하는 셀룰로우스 성분(야채류)과 깊은 연관이 있다. 이에 대한 효과적이면서도 경제적인 방법은 셀룰로우스의 분해능력이 뛰어난 미생물을 식종하는 것으로, 본 연구에서는 루멘미생물을 이용하여 산발효의 낮은 효율을 향상시키려 하였으며 그 값을 중온 산발효균과 비교하였다. Leaching bed 반응조에 루멘미생물을 식종했을 때의 산발효 효율은 희석율 $3.0d^{-1}$에서 71.2%의 최대값을 얻었으며, 한편 중온 산발효균을 식종하였을 때는 희석율 $4.5d^{-1}$에서 59.8%의 최대값을 얻었다. 이는 루멘미생물의 음식물쓰레기 분해능력이 보다 뛰어남을 보여주는 것이다.

• International Journal of Concrete Structures and Materials
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• 제6권3호
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• pp.177-186
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• 2012

The temperature distributions of concrete structures strongly depend on the value of thermal conductivity of concrete. However, the thermal conductivity of concrete varies according to the composition of the constituents and the temperature and moisture conditions of concrete, which cause difficulty in accurately predicting the thermal conductivity value in concrete. For this reason, in this study, back-propagation neural network models on the basis of experimental values carried out by previous researchers have been utilized to effectively account for the influence of these variables. The neural networks were trained by 124 data sets with eleven parameters: nine concrete composition parameters (the ratio of water-cement, the percentage of fine and coarse aggregate, and the unit weight of water, cement, fine aggregate, coarse aggregate, fly ash and silica fume) and two concrete state parameters (the temperature and water content of concrete). Finally, the trained neural network models were evaluated by applying to other 28 measured values not included in the training of the neural networks. The result indicated that the proposed method using a back-propagation neural algorithm was effective at predicting the thermal conductivity of concrete.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1315-1323
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• 2010

This paper deals with a case study on a unique slope failure in a liner system of a municipal solid waste containment facility during construction because the sliding interface is not the geomembrane/compacted low permeability soil liner (LPSL) but a soil/soil interface within the LPSL. From the case study, it is concluded that compaction of the LPSL should ensure that each lift is kneaded into the lower lift so a weak interface is not created in the LPSL, and the LPSL moisture content should be controlled so it does not exceed the specified value, .e.g., 3% - 4% wet of optimum, because it can lead to a weak interface in the LPSL. In addition, drainage materials should be placed over the geomembrane from the slope toe to the top to reduce the shear stresses applied to the weakest interface, and equipment should not move laterally across the slope if it is unsupported but along the slope while placing the cover soil from bottom to top.