• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 가을 학술논문 발표대회
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• pp.29-30
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• 2022

The unit-water content has a very significant effect on the durability of the construction structure and the quality of concrete. Although there are various methods for measuring the unit-water content, there are problems of time required for measurement, precision, and reproducibility. Recently, there is an FDR sensor capable of measuring moisture content in real time through an apparent dielectric constant change of electromagnetic waves. In addition, various artificial intelligence techniques that can non-linearly supplement the accuracy of FDR sensors are being studied. In this study, the accuracy of unit-water content measurement was compared and evaluated using machine learning and deep learning techniques after normalizing the data secured in concrete using frequency domain reflectometry (FDR) sensors used to measure soil moisture at home and abroad. The result of comparing the accuracy of machine learning and deep learning is judged to be excellent in the accuracy of deep learning, which can well express the nonlinear relationship between FDR sensor data and concrete unit-water content.

• Journal of Microbiology
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• 제42권4호
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• pp.278-284
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• 2004

Changes in the soil bacterial community of a coniferous forest were analyzed to assess microbial responses to wildfire. Soil samples were collected from three different depths in lightly and severely burned areas, as well as a nearby unburned control area. Direct bacterial counts ranged from $3.3­22.6\times10^8\;cells/(g{\cdot}soil).$ In surface soil, direct bacterial counts of unburned soil exhibited a great degree of fluctuation. Those in lightly burned soil changed less, but no significant variation was observed in the severely burned soil. The fluctuations of direct bacterial count were less in the middle and deep soil lay­ers. The structure of the bacterial community was analyzed via the fluorescent in situ hybridization method. The number of bacteria detected with the eubacteria-targeted probe out of the direct bacterial count varied from $30.3\;to\;84.7\%,$ and these ratios were generally higher in the burned soils than in the unburned control soils. In the surface unburned soil, the ratios of $\alpha,\;\beta\;and\;gamma-proteobacteria,$ Cytoph­aga-Flavobacterium group, and other eubacteria groups to total eubacteria were 9.9, 10.6, 15.5, 9.0, and $55.0\%,$ respectively, and these ratios were relatively stable. The ratios of $\alpha,\;\beta\;and\;gamma-proteobacteria,$ and Cytophaga-Flavobacterium group to total eubacteria increased immediately after the wildfire, and the other eubacterial proportions decreased in the surface and middle layer soils. By way of contrast, the composition of the 5 groups of eubacteria in the subsurface soil exhibited no significant fluctuations dur­ing the entire period. The total bacterial population and bacterial community structure disturbed by wildfire soon began to recover, and original levels seemed to be restored 3 months after the wildfire.

• 한국토양비료학회지
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• 제29권3호
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• pp.249-254
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• 1996

잠재성 산성황산여토양의 개량을 위해 표면배수실험, 배수실험, 토양간혼용, 매몰효과를 실험한 결과는 다음과 같다. 1. 잠재 산성황산염토양의 물관리방법에 있어 표면 배수효과는 없었으며, 배수효과는 1일 이상 배수처리구들 보다 1일 간격 배수 처리시 토양 pH가 다소 높게 유지되었으며 벼 생육상태도 양호하였다. 2. 산화된 잠재성 산성황산염토양을 개량하는데 있어 숙답토와의 동비율 혼합구 및 숙답토 30cm 복토구에서는 수도생육피해가 없어 물리적 개량법으로 이용할 수 있었다. 3. 잠재 산성황산염토양을 파낸 후 효과적인 처리방안으로는 숙답토로 30cm이상 복토한 구 및 숙답토 50%이상 혼합토양구에서 수도피해가 없었으므로 숙답에 성토하는 경우 30cm이상 복토처리가 요구된다.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2004년도 총회 및 춘계학술발표회
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• pp.473-476
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• 2004

In this study, hydrochemical studies of thermal waters in the Bugok and Magumsan areas showing geothermal anomalies were carried, and the applicability of ion seothermometers and multiple mineral equilibrium approach was examined to estimate their potential deep reservoir temperatures. Typical thermal waters of the two areas are clearly grouped into two major types, according to water chemistry: Na-Cl type (group A) and Na-SO4 type (group D). Compared to group A, group B and C waters show some modifications in chemistry. Group E waters show the modified chemistry from group D. Geothermal waters from the two areas showed some different chemical characteristics. The thermal waters of group A and B in Magumsan area are typically neutral to alkaline (pH=6.7 to 8.1) and Cl-rich (up to 446.1 mg/L), while the waters of group D and E in Bugok area are alkaline (pH=7.6 to 10.0) and SO$_4$-rich (up to 188.0 mg/L). The group A (Na-Cl type) and group D (Na-SO$_4$ type) waters correspond to mature or partially immature water, whereas the other types are immature water. The genesis of geothermal waters are considered as follows: group A and B waters were formed by seawater infiltration into reservoir rocks along faults and fracture zones and possibly affected by fossil connate waters in lithologic units through which deep hot waters circulate; on the other hand, group D and E waters were formed by the oxidation of sulfide minerals (mainly pyrite) in surrounding sedimentary rocks and/or hydrothermal veins occurring along restricted fracture channels and were possibly affected by the input and subsequent oxidation of S-bearing gases (e.g. H2S) from deep thermal reservoir (probably, cooling pluton). The application of quartz, Na-K, K-Mg geothermometers to the chemistry of representative group A and D waters yielded a reasonable temperature estimate (99-147$^{\circ}C$ and 90-142$^{\circ}C$) for deep geothermal reservoir. Aqueous liquid-rich fluid inclusions in fracture calcites obtained from drillcores in Bugok area have an average homogenization temperature of 128$^{\circ}C$, which corresponds to the results from ion geothermometers. The multiple mineral equilibrium approach yielded a similar temperature estimate (105-135$^{\circ}C$ and 100-14$0^{\circ}C$). We consider that deep reservoir temperatures of thermal waters in the Magumsan and Bugok areas can be estimated by the chemistry of typical Na-Cl and Na-SO$_4$ type waters and possibly approach 105-135$^{\circ}C$ and 100-14$0^{\circ}C$.

• 한국지반공학회논문집
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• 제19권2호
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• pp.207-216
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• 2003

본 연구에서는 철탑의 기초로 사용이 증가되고 있는 현장타설말뚝의 크기를 줄이기 위한 방안으로 말뚝주면에 가시모양의 보강재를 타설.정착시켜 지지력을 증가하는 보강형 현장타설말뚝에 대한 수치해석적 연구를 수행하였다. 보강재에 의한 지지력 증가효과의 크기를 정량적, 정성적으로 알아보기 위해 풍화토, 풍화암, 연암지반 등 국내의 대표적 지반을 대상으로 보강재의 단수, 경사 및 위치 등을 변화시켜 해석을 실시하였다. 보강재 단수변화의 경우, 풍화암과 연암지반에서는 단수증가에 따라 비례적으로 보강효과가 증가하였지만 풍화토의 경우 단수의 증가에 따라 보강효과 증가율이 작아지는 결과가 나타났다. 위치변화의 경우, 수평하중재하시 보강재가 상단에 위치한 경우가 하중을 직접적으로 지지하기 때문에 가장 보강효과가 좋은 것으로 나타났지만 압축, 인장하중의 경우 큰 차이가 나타나지 않았다. 경사변화의 경우, 연직하중일 때는 보강재 전 길이에 걸쳐 축력이 최대로 발휘되는 60$^{\circ}$의 경사일 때 보강효과가 가장 크게 나타났다. 하지만 수평하중일 때는 하중재하 방향과 일치하는 0$^{\circ}$에서 보강효과가 전반적으로 좋게 나타났다.

• 한국정보전자통신기술학회논문지
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• 제11권5호
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• pp.521-530
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• 2018

본 논문에서 제안하는 "농산물 생산성 향상을 위한 딥러닝 기반 농업 의사결정 시스템"에서는 정밀농업을 지원하는 농장의 위치 정보를 기반으로 기상 정보를 수집하고, 수집한 기상 정보와 농작물의 실시간 데이터를 이용하여, 작물의 현재 상태를 예측하고 그 결과를 농장 관리인에게 알려준다. 제안하는 시스템은 첫째, 정밀농업을 지원하는 농장의 위치 정보를 기반으로 기상 정보를 수집하는 ICM(Information Collection System)을 설계하고, 둘째, 딥러닝 알고리즘을 기반으로 현재 날씨에 따라 농장 토지의 탄소, 수소, 산소, 질소, 수분 함유량이 재배하고 있는 작물에 적합특정 작물을 재배하기 좋은 상태인지 판단하는 DRCM(Deep learning based Risk Calculation Module)을 설계하고, 셋째, DRCM의 결과를 기반으로 사용자에게 작물의 상태를 점검할 것을 알려주는 메시지를 전송하는 RNM(Risk Notification Module)을 설계한다. 제안하는 시스템은 기존의 시스템과 비교하였을 때, 데이터양의 증가로 인해 발생하는 정확도 감소 비율이 낮고, 분석 단계에 비지도학습을 적용하기 때문에 안정성을 향상 시킬 수 있다. 결과적으로 농장 데이터 분석 성공률이 약 5.15%가량 향상되었고, 환경 변화에 따른 작물 성장의 위험한 상태정보 다양하게 적용하였을 때, 위험한 상태정보에 대하여 상세하게 추론할 수 있었다. 이는 다양한 내 외부 환경으로부터 발생할 수 있는 작물의 질병을 미연에 예방할 수 있고, 작물이 성장하는데 최적화된 환경을 제공할 수 있는 효과를 나타낸다.

• 한국농공학회지
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• 제12권3호
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• pp.2035-2042
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• 1970

Korean Janggi and Western plow to have developed for a long time in the east and west were tested and compared in their draft resistance. The charaderistic of Korean Janggi and plow to be able to make deep plowing, on of the most important factors influeneed the increased yield, were ofserved. The study was undertaken to obtain these basic factors' to device and construct the deep plowing Janggi. The results were as follow; 1. The draft resistance of Korean Janggi far less than that of plow and on the dry field, the influence of soil moisture contant to the draft resistance was larger in the Korean Janggi than in the western plow, but on the rice paddy, there was not differences between them. 2. The plow was more stable than that of Janggi in their operation. 3. The relation ship between the specific draft resistance and plowing depth was shown bygthe carved equation. $$K=Ax+\frac{B}{x}+C$$(K ; specific draft restance, x; plowing depth) A, B, C; Constant controled by soil and instrument factor) 4. Minimam values of the specific draft resistance were as follow; a. On the dry field; Korean Janggi; x = $8{\sim}14cm$ $4K=280{\sim}330gr/cm^2$$ Westean plow; x=$10{\sim}12cm$ $$K=480{\sim}490gr/cm^2$$ 6. On the rice paddy; Korean Janggi; x=$8{\sim}12cm$ $$K=255{\sim}280gr/cm^2$ Western plow; x=$7{\sim}10cm$ $$K=415{\sim}420grc/m^2$$

• 한국농공학회지
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• 제39권1호
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• pp.64-74
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• 1997

A CELTHYM(CEll-based Long-term HYdrologic Model), a pre-processor and a post-processor that can be integrated with geographic information system(GIS) were developed to predict the stream flow from the small agricultural watershed on the daily basis. The CELTHYM calculates the direct runoff from a grid using SCS curve number method and then sum up all of cells with respect to a sub-catchment area belonged to a stream grid and integrated to an outlet. Base flow of a watershed outlet was computed by integrating of the base flow of each stream grid that was averaged the sub-catchment deep-percolation and calculated with the release rate. Two kind of water budget equation were used to compute the water balance in a grid that was classified into not paddy field and paddy field. One of the two equation is a soil water balance equation to account the soil moisture of the upland, forest and excluding paddy field grid. The other is a paddy water balance equation for the paddy field, calculating the ponding depth, the effective rainfall, the deep percolation and the evapotranspiration.

• Geomechanics and Engineering
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• 제33권5호
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• pp.507-518
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• 2023

The effects of various supporting arrangements have been investigated on an excavation support system using a numerical tool. The purpose of providing different supporting arrangements was to limit the pile wall deflection in the range of 0.5% to 1% of the excavation depth. Firstly, a deep excavation supported by sheet pile wall was modeled and the effects of sheet pile wall thickness, excavation depth and distance to adjacent footings from sheet pile wall face were explored on the soil deformation and wall deflection. Further analysis was performed considering six different arrangements of tieback anchors and struts in order to limit the wall deflections. Case-01 represents the basic excavation geometry supported by sheet pile wall only. In Case-02, sheet pile wall was supported by struts. Case-03 is a sheet pile wall supported by tieback anchors. Likewise, for the Cases 04, 05 and 06, different arrangements of struts and tieback anchors were used. Finally, the effects of different supporting arrangements on soil deformation, sheet pile wall deflection, bending moments and anchor forces have been presented.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2012년도 추계 학술논문 발표대회
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• pp.213-214
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• 2012

This study is about the assessment of utilization possibility as a material for cementation of ground which is necessary for the reinforcement of soft ground by making environment-friendly inorganic composite utilizing inorganic recycled resources, and it was verified that it showed higher uniaxial compressive strength than the existing cementitious ground solidifier when it was applied as a combination material for soft ground such as dredge reclaimed land, and since an inorganic composite utilizing recycled resources such as high calcium fly ash and blast furnace slag etc. does never use cement, it is considered that it would be safe in the issue of a hexavalent chromium that was recognized as a problem of a cementitious solidifier.