• 한국지반환경공학회 논문집
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• 제12권10호
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• pp.13-22
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• 2011

본 연구는 충청 지역에서 측정된 전단파 속도를 지층별로 점성토층, 사질토층, 자갈층, 풍화토층, 풍화암층으로 분류하여 표준관입시험 N값과 전단파 속도의 상관관계식을 제안하였으며, 참고적으로 풍화암층을 제외한 전체토층의 상관관계식을 도출하였다. 제안된 상관관계식은 국내외 기존 제안식을 고려하여 모두 멱함수로 산정하였으며 지반강도의 경우 N값이 50 이상일 경우에는 선형으로 환산하여 적용하였다. 금번 연구에서 제안한 관계식을 국내외 사례와 지층별로 비교 분석한 결과 점성토층, 사질토층, 자갈층, 풍화토층의 경우에는 유사한 특성을 보이고 있음을 알 수 있었다. 다만, 풍화암층에 대한 상관관계식의 경우 국내 관계식과 다소 낮은 결과치를 나타내는 차이가 있음을 확인하였다. 풍화암층의 경우 상관관계식 산정에 있어 N값이 50 이상일 경우는 선형으로 환산하여 적용함에 따라 지반 강도가 높은 지층인 풍화암층에서 차이가 발생한 것으로 파악된다.

• Spatial Information Research
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• 제22권5호
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• pp.53-63
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• 2014

최근 생태자원에 대한 관심이 증가함에 따라, 자연환경의 복원과 보존이나 경관성 평가 등을 위해 생태자원을 3차원으로 시각화하려는 노력이 늘어나고 있다. 그러나 산림자원의 경우 정보의 추출은 활발하지만 그 정보를 활용하여 효과적으로 시각화 하려는 노력은 일어나지 않고 있다. 즉 산림자원의 시각화에 있어 현실적이지 못하거나 각종 분석에서 요구하는 시뮬레이션이 부적합한 경우가 다수이며 이를 효과적으로 시각화하려는 노력은 부족하였다. 따라서 본 논문에서는 항공 LiDAR 데이터와 항공사진, 임상도(Forest Type Map)를 통해 산림정보를 추출하여 Vegetation Layer를 생성한 후 Flora3D 수목모델링 툴과 ArcGlobe를 이용하여 Vegetation Layer를 3차원으로 정밀하게 시각화하였다. 지리정보시스템 내에서 사용자가 산림정보를 직관적이고 현실적으로 인식할 수 있도록 함으로써 생태자원의 복원과 보존, 도시경관 등을 위한 분석에 효율적으로 활용할 수 있을 것으로 판단된다.

• 한국재료학회지
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• 제12권5호
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• pp.334-340
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• 2002

$TiO_2$-coated fly ash was synthesized by dropping method of coating agent in order to get $TiO_2$ coating layer with high photocatalytic activity on the surface of coal fly ash. The properties of the $TiO_2$ coating layer such as morphology, crystal structure, crystal size and photocatalytic activity were compared with those of the $TiO_2$-coated fly ash prepared by the traditional method of precipitation. $TiCl_4$ aqueous solution was used as a titanium stock solution and $NH_4HCO_3$ was used as a precipitant. The $TiO_2$ coating layer obtained by dropping method of coating agent was more uniform than that coated by precipitation. However, the crystal of $TiO_2$ coated by dropping method of coating agent was easy to grow by heat treatment because of the small primary particle size and bulky morphology, and its photocatalytic activity was consequently lower than that of the $TiO_2$ coated by precipitation. The $TiO_2$ coating layer obtained by both methods had a crystal structure of anatase, and the temperature of phase transformation into rutile was 90$0^{\circ}C$. The minimum crystal size of $TiO_2$ for the highest photocatalytic activity was found to be about 10nm.

• 한국지반환경공학회 논문집
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• 제22권1호
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• pp.13-20
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• 2021

A suite of 3D large deformation finite element (FE) analyses was performed to investigate the load transfer mechanism and penetration resistance of spudcan foundations in heterogeneous soil profile consisting of sand and clay. The Elasto-Plastic models following Mohr-Coulomb and Tresca failure criteria were adopted for sand and clay, respectively. The accuracy of the numerical model was validated against centrifuge test measurements. The dense sand behavior with dilation is modeled using the non-associated flow rule. An investigation study consisting of key parameters, which includes variation in soil stratigraphy (sand-clay, sand-clay-sand), strength parameters of sand and clay (��' and su) and normalized height ratio of the sand layer (Hs/D) was conducted to assess the penetration behavior of spudcan. Based on calculated outputs, it was demonstrated that these parameters have a significant influence on the penetration resistance of spudcan. The calculated penetration resistance profiles are compared with the published (sand overlying clay) analytical model. It is confirmed that for the case of two-layer soil, the available theoretical model provides an accurate estimate of peak penetration resistance (qpeak). In the case of three-layer soil, the presence of a third stiff layer affects the penetration resistance profile due to the squeezing of the soil.

• 대한공간정보학회지
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• 제20권3호
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• pp.83-90
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• 2012

본 연구에서는 BIM 관련 선행연구들의 고찰을 통해 BIM의 동향과 BIM 관련 소프트웨어 분석 및 문제점을 파악하고자 한다. 또한 토목분야에서의 BIM 특히, 지형공간정보기술 기반의 항만구조물 BIM구축을 위한 레이어 표준화 방향을 제시하였다. 본 연구를 통하여 기존 2차원 및 건축기반의 BIM의 문제점과 토목-BIM의 적용 필요성을 파악할 수 있었다. 또한, 항만구조물을 대상으로 한 지형공간정보기술 기반의 토목-BIM의 레이어를 제시하고, 부산항 국제여객터미널을 대상으로 구축한 기존 BIM과의 비교분석을 통하여 항만분야의 지형공간정보기술 기반의 토목-BIM 표준화 및 적용 방향을 제시할 수 있었다.

• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.1396-1403
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• 2009

The Ministry of Construction and Transportation (MOCT) has been constructing a nationwide soil information DB since 2000, as basic data for the construction of 'underground geographical information,' a project under the 2nd National Geo-spatial Information System (NGIS) master plan. The inputted soil information includes not only underground conditions such as the layer depth, type, color, and groundwater level, but also engineering information that can be applied to construction work design, such as on the standard penetration test and the compression test. It is difficult to use this information in soil analysis and design, however, because only the test results are currently available. A web-based geo-spatial information system was developed in this study to facilitate the effective application of the soil information database (DB). First, the space information, layer information, and engineering test information were loaded from the soil information DB in real time, and the earth volume, bearing capacity, and settlement were calculated to develop a web client that will evaluate the ground softness and liquefaction. It seems that the soil information DB can be actively applied to the planning and design of construction works using this system.

• Asian Pacific Journal of Cancer Prevention
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• 제17권2호
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• pp.719-722
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• 2016

Background: Cholangiocarcinoma (CCA) is a serious health problem in Thailand, particularly in northeastern and northern regions, but epidemiological studies are scarce and the spatial distribution of CCA remains to be determined. A database for the population at risk is required for monitoring, surveillance and organization of home health care. This study aim was to geo-visually display the distribution of CCA in northeast Thailand, using a geographic information system and Google Earth. Materials and Methods: A cross-sectional survey was carried out in 9 sub-districts and 133 villages in Chum Phuang district, Nakhon Ratchasima province during June and October 2015. Data on demography, and the population at risk for CCA were combined with the points of villages, sub-district boundaries, district boundaries, and points of hospitals in districts, then fed into a geographical information system. After the conversion, all of the data were imported into Google Earth for geo-visualization. Results: A total of 11,960 from 83,096 population were included in this study. Females and male were 52.5%, and 47.8%, the age group 41-50 years old 33.3%. Individual risk for CCA was identifed and classified by using the Korat CCA verbal screening test as low (92.8%), followed by high risk (6.74%), and no (0.49%), respectively. Gender ($X^2$-test=1143.63, p-value= 0.001), age group ($X^2$-test==211.36, p-value=0.0001), and sub-district ($X^2$-test=1471.858, p-value=0.0001) were significantly associated with CCA risk. Spatial distribution of the population at risk for CCA in Chum Phuang district was viewed with Google Earth. Geo-visual display followed Layer 1: District, Layer 2: Sub-district, Layer 3: Number of low risk in village, Layer 4: Number of high risk in village, and Layer 5: Hospital in Chum Phuang District and their related catchment areas. Conclusions: We present the first risk geo-visual display of CCA in this rural community, which is important for spatial targeting of control efforts. Risk appears to be strongly associated with gender, age group, and sub-district. Therefor, spatial distribution is suitable for the use in the further monitoring, surveillance, and home health care for CCA.

• 한국지반환경공학회 논문집
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• 제9권1호
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• pp.41-46
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• 2008

본 연구에서는 대심도 연약지반에서 PHC말뚝을 항타관입한 후 일정기간 이후 정재하시험을 통한 하중전이분석을 실시하였다. 하중전이분석에서 단위주면마찰력은 상부의 사질토에서 $7.4t/m^2$, 심도 14m에서 33m의 점성토구간에서는 $6.4t/m^2$, 말뚝선단부가 근입된 사질토에서는 $23.3t/m^2$이 발휘되었으며, 단위선단지지력은 $955t/m^2$으로 실측되었다. 전이된 단위주면마찰력과 국내외에서 알려져 있는 정역학적 지지력산정식과의 비교를 해본 결과 토층별로 가장 적합한 공식을 선정한다면, 사질토의 단위주면마찰력의 경우 한국지반공학회의 구조물기초설계기준 및 해설이, 점성토의 단위주면마찰력의 경우 철도청의 철도설계기준이 가장 실측치에 근접한 값을 나타내었다.

• 한국지반환경공학회 논문집
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• 제7권5호
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• pp.67-77
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• 2006

성토지반의 지지력을 향상시키기 위하여 지반개량이나 다짐과 같은 일반적인 방법들이 많이 이용되고 있다. 하지만, 최근에는 내구성이 크고 강한 합성수지와 같은 재료들이 개발되어 실용화됨으로서, 보강토공법이 널리 적용되고 있는 실정이다. 본 연구에서는 한층의 지오텍스타일로 보강된 모래지반상의 대상기초에 대한 모형실험을 평면변형률 상태에서 실시하여, 지오텍스타일의 설치위치와 길이, 강도의 변화에 따른 지지력의 증대효과와 지반의 거동을 관찰하였다.

• 한국지반환경공학회 논문집
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• 제22권12호
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• pp.25-32
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• 2021

Geotextile tube technology has been perceived as an economical solution for liquid sludge treatment, and analyzing its consolidation behavior is necessary to be able to evaluate the dewatering capabilities of large geotextile tubes filled with contaminated soil, tailings, sewage sludge, and so on. The objectives of this study are to present a method that can adequately convey the consolidation behavior of geotextile tubes filled with sewage sludge, and to investigate the effects of various geotextile tube consolidation parameters. In this study, variable coefficients of consolidation are utilized to analyze the consolidation process of geotextile tubes filled with sewage sludge. The consolidation solution was verified by comparing the measured and predicted data from a hanging bag test conducted in the literature. After verifying the proposed solution, the consolidation parameters of a geotextile tube composed of a woven polypropylene outer layer and a non-woven polypropylene layer filled sewage sludge were obtained. Using the obtained parameters, the consolidation behavior of a large-scale composite geotextiles tube was predicted.