• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2002.09a
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• pp.219-224
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• 2002

충북 청원군 미원면 금관-원룡리 일대를 따라 발달된 화전리층(상층)과 구룡산층 분포지역에서, 기반암에 따른 지하수 및 지표수의 수질특성의 차이를 규명하고자 하였다. 화전리층(상층)지역의 경우 Ca-(HCO$_3$+.CO$_3$) 유형을, 구룡산층 지역의 경우 (Ca,Mg)-SO$_4$ 및 (Ca,Mg)-HCO$_3$ 유형을 보였다. 지하수의 경우, 화전리층(상층) 지역은 주고 탄산염광물의 풍화에 의해, 구룡산층 지역은 주로 규산염광물의 풍화에 의해 수질특성이 결정됨을 보였으며, 이러한 차이는 통계분석 방법으로 확인할 수 있었다. 지표수의 경우, 한 지점을 제외하고는 대부분이 암반 기원으로 도시되어 기반암의 영향이 수질특성을 좌우하고 있음을 보였다. 본 연구의 결과는, 지하수ㆍ지표수 각각의 수질 특성이 지역적인 기반암 종류에 따름을 확인시켜주는 바, 국가적인 수질관리정책은 지역적인 지질매체의 차이를 고려하면서 수립 ㆍ시행되어야 함을 보여준다.

• Economic and Environmental Geology
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• v.55 no.5
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• pp.541-550
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• 2022

A pre-existing landform is created by weathering and erosion along the bedrock fault and the weak zone. A neotectonic landform is formed by neotectonic movements such as earthquakes, volcanoes, and Quaternary faults. It is difficult to clearly distinguish the landform in the actual field because the influence of the tectonic activity in the Korean Peninsula is relatively small, and the magnitude of surface processes (e.g., erosion and weathering) is intense. Thus, to better understand the impact of tectonic activity and distinguish between pre-existing landforms and neotectonic landforms, it is necessary to understand the development process of pre-existing landforms depending on the bedrock characteristics. This study used a two-dimensional numerical landscape evolution model (LEM) to study the spatio-temporal development of landscape according to the different erodibility under the same factors of climate and the uplift rate. We used hill-slope indices (i.e., relief, mean elevation, and slope) and channels (i.e., longitudinal profile, normalized channel steepness index, and stream order) to distinguish the difference according to different bedrocks. As a result of the analysis, the terrain with high erosion potential shows low mean elevation, gentle slope, low stream order, and channel steepness index. However, the value of the landscape with low erosion potential differs from that with high erodibility. In addition, a knickpoint came out at the boundary of the bedrock. When researching the actual topography, the location around the border of difference in bedrock has only been considered a pre-existing factor. This study suggested that differences in bedrock and various topographic indices should be comprehensively considered to classify pre-existing and active tectonic topography.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2003.04a
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• pp.246-249
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• 2003

충북 괴산군-보은군 일대를 따라 발달된 중부 옥천대의 구룡산층과 운교리층 분포지역에서, 기반암에 따른 지하수의 수질특성의 차이를 규명하고자 하였다. 2002년 11월에 18개 지점에서 지하수 시료를 채취하였고, 이를 분석하여 기반암에 따른 지하수의 수질을 분류하였다. 구룡산층 시료와 운교리층 시료 모두 Ca-(HCO$_3$+ CO$_3$) 유형의 수질특성을 보였다. 군집분석의 결과 기반암의 종류에 따라 수질특성이 나됨을 알 수 있었다. 수질 분석결과를 국내 먹는물 수질기준와 비교 하였을때, 질산성 질소 항목만 기준치를 초과하였다. 질산성 질소의 경우, 국내 먹는물 수질기준인 10 mg/L를 초과한 시료는 한 지점이었지만, 인간 활동에 의해 오염된 것으로 여겨지는 2 mg/L이상의 시료는 전체 18개 시료 중 61%인 11개 지점으로 나타나, 이 연구지역에서 인간활동에 의한 질산성 질소의 오염이 진행되고 있음을 추정할 수 있었다.

• Journal of the Korea Convergence Society
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• v.10 no.8
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• pp.59-65
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• 2019

There are various subtypes of cells in cancer tissues, but it is hard to confirm their composition experimentally. Here, we estimated the cell composition of each sample from gene expression data by using statistical machine learning approaches, two different regression models and investigated whether the cell composition was different between cancer and normal tissue. As a result, we found that CD8 T cell and Neutrophil were increased in oral cancer tissues compared to normal tissues. In addition, we applied t-SNE, which is one of the unsupervised learning, to verify whether normal tissue and oral cancer tissue can be clustered by the derived cell composition. Moreover, we showed that it is possible to predict oral cancer and normal tissue by several supervised classification algorithms. The study would help to improve the understanding of the immune cell infiltration at oral cancer.

• Journal of the Korea institute for structural maintenance and inspection
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• v.24 no.6
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• pp.129-137
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• 2020

In performing the structural analysis, the foundation is considered to be a fixed end as a plastic hinge model. In this study, the displacements of the foundation, pier, and shoe were compared when the foundation modeled as a fixed end, a shallow foundation constructed on bedrock of 2m depth, and a pile foundation constructed in the 10m to 20m depth of bedrock. The shear force was also compared, and the probability of damage was calculated and compared for the critical condition. When calculated as a fixed end, the displacement of the foundation converged to 0mm, but the shallow foundation built on the bedrock with a depth of 2m caused relatively displacement, and the pile foundation constructed to contact the bedrock with a depth of 18m caused a larger displacement. In addition, it was analyzed that the displacement of the foundation, which is the lower structure, affects the displacement of the super structure, but the difference in shear force applied to the foundation was insignificant in the three cases. There was no difference between the shallow foundation and the pile foundation in the influence on the displacement of the top of the pier, but there was a big difference from the analysis assuming as a fixed end.

• The Journal of Engineering Geology
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• v.11 no.2
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• pp.131-139
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• 2001

Until recently, limestone yield production is mainly depend on geological investigation and boring. In the study seismic and electrical method are applied to calculate the basic data of limestone yield production. the result of geophysical prospecting, the depth of bed rock is approximately 17m. And there is a slightly difference between the limestone layer boundary which is drawn by electrical prospecting method and that of geological investigation.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.1C
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• pp.63-74
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• 2008

Site response analyses were performed based on equivalent linear technique using the local geologic and dynamic site characteristics, which include soil profiles, shear wave velocity profiles and depth to bedrock for 125 sites collected in Korean Peninsula. From the results of site response analyses, 2-parameters site classification system based on the combination of mean shear wave velocity of soil and depth to bedrock was newly recommended for regions of shallow bedrock depth in Korea. First, as the borders of bedrock depth (H) for site classification were determined as 10m and 20m, the soil sites were divided into 3 classes as $H_1$, $H_2$ and $H_3$ sites. And then, the 3 site classes were subdivided into 7 classes based on the mean shear wave velocity of soil ($V_{s,soil}$). The feasibility of new site classification system was verified and the representative site coefficients ($F_a$ and $F_v$) and design response spectrum were suggested by analyzing uniform trend and dispersion of site coefficients for each site class. The suggested site coefficients and the regression curves present the nonlinear characteristics of soils according to the change of rock outcrop acceleration with uniform trend effectively. From the comparison between the mean values of response spectrum which was acquired from the site response analysis and the suggested design response spectrum, there was a little difference in some of site classes and it was verified to adjust the integration interval to make it more suitable for the site condition in Korea.

• Journal of the Earthquake Engineering Society of Korea
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• v.13 no.1
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• pp.1-8
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• 2009

In order to evaluate the effect of shear wave velocity of a seismic control point on site response analysis, one-dimensional equivalent linear site response analysis were performed on the model soil profile based on the results of a detailed site investigation of sedimentary layers at Incheon and Busan. The results of the analysis show that an increase of shear wave velocity on the seismic control point (base rock) results in an increase of acceleration in the soil layers. This was mainly due to an unclear definition of the seismic control point. For this reason, the Korean Seismic Design Standard requires a specific definition of the seismic control point, including spatial conditions and soil properties, similar to the MCE (Maximum Considered Earthquake) in FEMA 369.

• Journal of Soil and Groundwater Environment
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• v.14 no.2
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• pp.10-16
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• 2009

Characteristics of natural radioactivity were investigated for soils collected from seven sites of different bed rocks distributed in the Keum River area of Korea by the use of a Gamma-ray spectrometry. Specific activity (SA) and SA ratio (SAR) of typical naturally occurring radioactive nuclide such as $^{226}$Ra, $^{228}$Ac and $^{40}$K were determined for the soil samples. The SA values of $^{226}$Ra, $^{228}$Ac and $^{40}$K in 41 soils of 7 sites are 26.7-485 (74.2 ${\pm}$ 72.2), 30.9-157 (90.7 ${\pm}$ 32.7) and 203-1558 (990 ${\pm}$ 203) Bq/kg, respectively. The SA of $^{226}$Ra has very different values by the soils and the sites. Especially the SA of $^{226}$Ra in a soil sample of Ogcheon site is 485 Bq/kg while most SA of 41 soil samples are < 100 Bq/kg. SA of $^{228}$Ac has a little different values with the soils and sites, however the SA of $^{40}$K has almost constant values in all soil samples. The SAR values of $^{26}$Ra/$^{228}$Ac, $^{226}$Ra/$^{40}$K and $^{228}$Ac/$^{40}$K in 41 soils of 7 sites are 0.343-6.11 (0.865 ${\pm}$ 0.883), 0.0258-0.759 (0.0814 ${\pm}$ 0.1l17) and 0.0373-0.178 (0.0945 ${\pm}$ 0.0373), respectively. The SARs of $^{226}$Ra/$^{228}$Ac and $^{226}$Ra/$^{40}$K have very different values by the soils and the sites, however the SAR of $^{228}$Ac/$^{40}$K has a little difference by the soil and sites.

• Proceedings of the Korean Environmental Sciences Society Conference
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• 2008.11a
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• pp.551-553
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• 2008

식생피복율, 병충해, 출현종수 등의 항목으로 평가를 실시하였다. 리핑암과 발파암에서는 녹화공법 C와 녹화공법 C-1이 가장 높은 식생피복율을 보였다. 절토부의 경우에는 녹화공법 D의 식생피복율 녹화공법 E보다 상대적으로 높은 것으로 나타났으며, 성토부의 경우에는 녹화공법 D가 녹화공법 F보다 높은 것으로 나타났다. 목본종의 출현종수는 암지역(리핑암, 발파암), 토사지역(절토부, 성토부)에 적용한 모든 녹화공법에서 상급으로 평가되었으나, 전체종의 출현종수의 비율에 있어서는 다소의 차이가 나타났다. 식생기반의 물리화학적 특성 분석에서 토사지역 절토부의 녹화공법 E와 성토부의 녹화 공법 D의 경우는 토양경도가 다른 공법들에 비해 낮게 나타났다. 암지역의 리핑암과 발파암에 사용된 모든 공법은 토양산도와 토양경도가 식물의 근계생육에 영향을 미치지 않는 범위 이내로 조사되었다. 리핑암과 발파암에 적용된 각 공법의 경우 식생상태가 양호하였으며, 향후 주변 지역의 자연식생의 침입과 천이과정을 거치면서 식생상태가 역시 정상적으로 변화될 것으로 예상된다. 토사지역의 절토부와 성토부에서는 중간 정도의 식생상태를 유지하고 있었으나, 향후 주변의 산림지역으로부터의 식생 구성종의 침투로 인해 식생천이가 역동적으로 변화될 것으로 예상된다.