• 한국작물학회지
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• 제40권6호
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• pp.731-737
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• 1995

벼 건답직파재배시 토성이 다른 양토와 사양토에서 질소분시방법 차이가 생육형질 및 수량에 미치는 영향을 검사하고자 화성벼를 4월 27일에 평면줄뿌림하여 시험을 수행했던 결과는 다음과 같다. 1. 입묘수는 토성 및 질소분시방법에 일정한 경향이 없이 159~177개/$m^2$ 의 분포를 보였다. $m^2$ 당 수수는 양토가 사양토보다 많았으며, 사양토, 양토 모두 추비중점시비 (3엽기-7엽기-수비=40-30-30% 및 기비-3엽기-7엽기-수비=10-30-30-30%)가 관행 시비방법(기비-5엽기-수기=40-30-30%)보다 많았다. 2. 생육시기별 엽색, 출수기엽면적지수 및 건물중은 토성간에는 양토가 사양토보다 높았고, 질소분시방법간에는 추비중점시비는 관행보다 높았으나 20%감비와 완효성 시료시용은 관행보다 낮았다. 3. 도복지수는 추비중점시비에서 간장이 크고 협절중이 낮아 관행보다 높은 도복지수를 보였고, 이 결과 포장도복도 추비중점시비에서 3정도 발생하였다. 4. 추비중점시비는 관행에 비하여 등숙비율이 약간 낮았고 천립중은 비슷하였으며, 현미에서 완전미율이 낮은 반면 청미와 미숙립율이 높았다. 5. 수량은 관행대비(사양토 5.08t/ha, 양토 5.22t/ha) 추비중점시비에서 사양토는 7~9%, 양토는 6~9% 증수되었다.

• 한국농공학회지
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• 제35권3호
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• pp.47-62
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• 1993

The laboratorv model test was carried out to investigate the behavior of pore water pressure, the critical amount of rainfall for slope failure, the pattern of failure, and the variation of seepage line at the slope with the uniform material of embankment by changing the slope angles and rainfall intensities. The results were was summarised as follows : 1.At the beginning stage of rainfall, the negative pore pressure appeared at the surface of slope and the positive pore pressure at the deep parts. But, the negative one turned into the positive one as the rainfall continued and this rapidly increased about 50 to 100 minutes before the slope failure. 2.The heavier the rainfall intensity, the shorter the time, and the milder the slope, the longer the time took to reach the failure of slope. 3.As the angle of the slope became milder, the critical amount of rainfall for slope failure became greater. 4.Maximum pore water pressure was 10 to 40g/cm$^2$ at the toe of slope and 50 to 90g/cm$^2$at the deep parts. 5.In the respect of the pattern of slope failure, surface failure of slope occurred locally at the toe of slope at the A-soil and failure of slope by surface flow occurred gradually at the top part of slope at the B-soil. 6.As the rainfall continued and the saturation zone in the embankment was formed, the seepage line went rapidly up and also the time to reach the total collapse of slope took longer at the B-soil. 7.As the position of the seepage line went up and the strength parameter accordingly down, the safety factor was 2.108 at the A-soil and 2.150 at the B-soil when the slope occured toe failure. Minimum safety factor was rapidly down to 0.831 at the A-soil and to 0.936 at the B-soil when the slope collapsed totally at the top part of slope.

• Interaction and multiscale mechanics
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• 제2권4호
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• pp.397-411
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• 2009

The effect of soil-structure interaction on a simple single storeyed and two bay space frame resting on a pile group embedded in the cohesive soil (clay) with flexible cap is examined in this paper. For this purpose, a more rational approach is resorted to using the three dimensional finite element analysis with realistic assumptions. The members of the superstructure and substructure are descretized using 20 node isoparametric continuum elements while the interface between the soil and pile is modeled using 16 node isoparametric interface elements. Owing to viability in terms of computational resources and memory requirement, the approach of uncoupled analysis is generally preferred to coupled analysis of the system. However, an interactive analysis of the system is presented in this paper where the building frame and pile foundation are considered as a single compatible unit. This study is focused on the interaction between the pile cap and underlying soil. In the parametric study conducted using the coupled analysis, the effect of pile spacing in a pile group and configuration of the pile group is evaluated on the response of superstructure. The responses of the superstructure considered include the displacement at top of the frame and moments in the superstructure columns. The effect of soil-structure interaction is found to be quite significant for the type of foundation used in the study. The percentage variation in the values of displacement obtained using the coupled and uncoupled analysis is found in the range of 4-17 and that for the moment in the range of 3-10. A reasonable agreement is observed in the results obtained using either approach.

• 한국환경복원기술학회지
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• 제5권2호
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• pp.34-38
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• 2002

자생 양치식물중 실내식물로서 개발가치가 높은 가는쇠고사리(Arachniodes aristata )와 석위(Pyrrosia lingua)의 실내 습도조건에 따른 생육 반응을 살펴보고자 수행하였으며, 그 결과는 다음과 같다. 1. 가는고사리와 석위는 상대습도 50%, 90% 보다 25%와 같은 저습도시 식물체내수분함량, 엽록소함량, 관상가치가 저하되었다. 2. 상대습도에 대한 용토별 생육에 있어 고습도인 90%일시 용토별 생육에는 큰 차이가 나타나지 않았으나, 중습도인 50%일 경우 일반 토양이 가장 좋은 것으로 나타났다. 저습도인 25%의 경우 가는쇠고사리는 인공배합토에서, 석위는 일반토양에서 생육이 좋은 것으로 나타났다.

• 한국작물학회지
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• 제44권2호
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• pp.143-148
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• 1999

Soil moisture condition is an important limiting factor in growth and yield in rice culture. The purpose of this study was to compare the influence on the growth, yield and Quality of rice subjected to soil moisture stress (SMS) at different growth stages. Ajaponica rice cultivar, Dongjinbyeo, was cultured under flooded conditions in a plastic container filled with silty loam soil. The container was subjected to SMS until the initial wilting point (IWP) coincided with about 10% in soil moisture content and about-200 kPa in soil matric potential, and was then irrigated again, at 6 and 5 of main growth stage in 1996 and 1997, respectively. At maturity, the plant height, tiller number, leaf area and top dry weight were decreased more in SMS treatments at the early stage than the late stage. The averaged yield index of SMS to control in both years was lowest at meiosis (62.5%), which primarily resulted from lower percent ripened grain and 1,000 grain weight, and second＇ reduced the spikelet number per panicle and panicle number per hill, and followed at tillering stage (68.5%) which resulted from the lower production in tiller number and top dry matter during and after SMS treatment. The percent-age of read rice in SMS plants varied with the treatment stage as order of lower at meiosis (44.0%), heading (53.9%), panicle initiation (70.1%), tillering (72.1%), ripening (75.8%) and 5 days after transplanting (DAT) (79.0%). Protein content in brown rice was slightly larger in SMS at late growth stage than the control, while the contents of fat and ash differed very little between SMS and control. Contents of Mg and K and Mg/K in brown rice with SMS were lower at some treatment stages such as at ripening or panicle initiation.

• 한국토양비료학회지
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• 제20권1호
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• pp.23-28
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• 1987

간척년수(干拓年數)에 따라 토층별(土層別) 토성(土性)이 다른 토양(土壤)에서 수종토양화학성분(數種土壤化學成分) 변화정도(變化程度)를 알고저 봉남통(鳳南統), 광활통(廣活統) 및 만경통(萬頃統)의 답토양(畓土壤)을 공시(供試)하여 시험(試驗)한 결과(結果)를 보면 다음과 같다. 1. 토양중(土壤中) 가리(加里), 석회(石灰), 고토(苦土), 소-다, 망간, 규산(硅酸) 및 양(陽)ion 치환용량등(置換容量等)은 간척년수(干拓年數)가 경과(經過)할수록 현저(顯著)한 감소(減少)를 보였음. 2. 토양유기물함량(土壤有機物含量)은 간척년수(干拓年數)의 경과(經過)에 따라 증가(增加) 되었는데 증가정도(增加程度)는 사질토양(砂質土壤)에서 현저(顯著)하였다. 그리고 우리나라 전국답토양(全國沓土壤) 평균치(平均値) 2.5%에 달(達)하기 위해서는 간척후(干拓後) 식질토양(埴質土壤)은 30년(年) 양질(壤質)과 사질토양(砂質土壤)은 약(約) 80년(年)이 경과(經過)되어야 할 것으로 예측(豫測)되어짐. 3. 토양중(土壤中) 가리활성도비(加里活性度比)는 토성(土性) 및 작토층위(作土層位)에 따라 상이(相異)했으나 일반답토양(一般沓土壤)의 평균(平均) 0.05~0.2 정도(程度)에 달(達)하기 위해서는 약(約) 50년(年)이 소요(消要)될 것으로 예측(豫測)되어짐. 4. $Na^{{+}{+}}$ion의 흡수율(吸收率), 흡착비등(吸着比等)은 간척년수(干拓年數)에 따라 현저(顯著)한 차이(差異)를 보였는데 특(特)히 사질토양(砂質土壤)에서 감소(減少)의 정도(程度)가 뚜렷하였음. 5. 간척년수(干拓年數)에 따른 점토함량변화(粘土含量變化)는 토층별(土層別)로 상이(相異)했는데 간척후(干拓後) 30년경(年頃)까지는 심토(深土)의 용탈(溶脫)이 현저(顯著)했으나 50년(年) 이후(以後)는 표토(表土)에서 용탈(溶脫)이 큰 경향(傾向)을 보였음.

• 농업과학연구
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• 제47권4호
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• pp.1097-1107
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• 2020

Assessment of soil carbon stock is essential for climate change mitigation and soil fertility. The digital soil mapping (DSM) is well known as a general technique to estimate the soil carbon stocks and upgrade previous soil maps. The aim of this study is to calculate the soil carbon stock in the top soil layer (0 to 30 cm) in Jeolla Province of South Korea using the DSM technique. To predict spatial carbon stock, we used Cubist, which a data-mining algorithm model base on tree regression. Soil samples (130 in total) were collected from three depths (0 to 10 cm, 10 to 20 cm, 20 to 30 cm) considering spatial distribution in Jeolla Province. These data were randomly divided into two sets for model calibration (70%) and validation (30%). The results showed that clay content, topographic wetness index (TWI), and digital elevation model (DEM) were the most important environmental covariate predictors of soil carbon stock. The predicted average soil carbon density was 3.88 kg·m-2. The R2 value representing the model's performance was 0.6, which was relatively high compared to a previous study. The total soil carbon stocks at a depth of 0 to 30 cm in Jeolla Province were estimated to be about 81 megatons.

• 환경생물
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• 제21권2호
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• pp.181-188
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• 2003

In this study, soil seed and bud bank analysis were performed to abbess the mass of potential vegetation in soils less than 1 year old after covered and estimate the amount of seed bank transport through construction in urban area. The ratio of exotic species number to total species number in study sites and the landfill control site was 0.29 and 0.39, respectively. All plots pooled, mean species number and total mean seedling density per $\m^2$ in the top 10 cm of soil was 11$\pm$0 (average$\pm$S.E.) and 8037$\pm$221.Total plant seeds by artificial soil trasnsfer were estimated to be 53 thousand million $m^{-2}yr^{-1}$ in 10 cm soil depth. It reveals that soil transfer accelerates seeds and vegetation movement and makes urban vegetation mixed and common.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1999년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall
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• pp.137-146
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• 1999

The SSI(Soil-Structure Interaction) analyses are being performed for the KNGR(Korean Next Generation Reactor) design because the KNGR is developed as a standard nuclear power plant concept enveloping various soil conditions. the SASSI program which adopts the flexible volume method is used for the SSI analyses. The soil curves used in the three dimensional SSI analyses of KNGR Nuclear Island(NI) structures are based on the upper bound shear modulus curve and lower bound damping degradation on SSI response the average shear modulus curve with average damping curve was used for two soil cases. This study presents the results of the variances by using different soil nonlinearity parameters based on the paametric SSI analyses. The results include the maximum member forces(shear and axial force) at the base of the NI structures and the 5% damping Floor Response Spectra (FRS) at some representative locations at the top of the NI superstructures. They are also compared together with the enveloped SSI results for eight soil cases and fixed-base analysis for rock case by using two control motions.

• 한국산학기술학회논문지
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• 제18권7호
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• pp.9-16
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• 2017

콘크리트 충전 강관 기둥을 개선한 팔각 콘크리트 충전 강관 기둥 (OCFT 기둥)이 개발되었다. 본 연구에서는 시공성 및 경제성 측면에서 장점을 갖는 OCFT 기둥을 역타(Top-Down) 공법에 적용하기 위하여 원심모형실험 장비를 활용하여 압축성능을 검증하였다. 12 g의 원심가속도가 작용하는 상태에서 말뚝으로 시공된 OCFT 기둥의 시공하중에 대한 지지가능 여부와 토사가 굴토되었을 경우 말뚝의 좌굴안전성 등을 관찰하기 위하여 압축강도에 대한 실험을 수행하였다. 천공 후, OCFT 기둥과 H 형강이 말뚝기초로 시공되고 뒷채움으로, 지반에 완전히 묻힌 실험체의 경우와 반만 묻힌 경우에 대하여, 약 13,000 kN의 공칭강도의 45% 시공하중을 재하한 결과 모든 실험체가 탄성상태에서 거동하였다. 하중재하실험 종료 후, 풍화암과 말뚝하부를 관찰한 결과 풍화암이 손상되지 않았으며, 이로부터 3.5 MPa 조성된 풍화암은 $600{\times}600mm$ OCFT 기둥의 공칭강도의 45%도 안정적으로 지지할 수 있는 것으로 판단된다.