• 한국지반공학회지:지반
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• 제12권3호
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• pp.149-164
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• 1996

탄성지반에서 지반스프링을 이용하여 굴착단계별로 토류벽의 거동을 검토하였다. 토막선형함수를 이용하여 지반계수에 따른 p-y 특성곡선을 산정한 수 있는 수학적 모델을 사용하였고, 토류벽의 굴착단계는 beam-column 방법에 의해 분석하였다. 개발된 프로그램의 신뢰도는 예측치와 실제변위의 비교를 통해 검증하였다. 건설단계를 잘 반영하므로, 앵커로 지지된 토류벽의 변위예측이 향상되었다. 분석결과에 따르면 제안된 방법은 민감도해석에 적용되는 계수들의 상대적 중요성의 평가에 효과적으로 이용될 수 있다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제15권4호
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• pp.39-45
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• 2010

In order to treat paddy soils contaminated by Pb, Cd, and As near the abandoned mine, $H_2PO_4$ was used for stabilization of Pb ($PO_4$/Pb mole ratio of 2/1). In addition, $CaCO_3$ and $FeSO_4$ were used as stabilizers for treating Cd and As (2% w/w), respectively. Leaching tests were conducted with artificial rain in the column to assess the heavy metal stabilization efficiency. The mass of heavy metals in the effluents passed through the columns were analyzed. The remaining heavy metals in the soils were also analyzed as Korean soil standard method, phytoavailability test and sequential extraction test. Lead in the effluent was not detected when $H_2PO_4$ was used as a stabilizer. This result suggests that $H_2PO_4$ is efficient for Pb stabilization. In addition results of sequential extraction scheme suggest that heavy metals are present as residual forms which is not easily extracted.

• Applied Biological Chemistry
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• 제26권2호
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• pp.104-109
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• 1983

phorate와 그 대사산물(代謝産物)들의 잔류분(殘留分) 분석방법(分析方法)을 확립(確立)코자 10% DC-200+8% Reoplex-400+2% QF-1(2 : 1 : 1, w/w/w) on Gas Chrom Q( $80{\sim}100$ mesh), $1.8m{\times}2mm$ ID, borosilicate glass column인 mixed phase column을 이용(利用), flame photometric detector가 부착(附着)된 gas chromatograph로 조사(調査)하였다. 본(本) mixed phase column은 비록 phorate와 5가지 대사산물(代謝産物)을 동시(同時)에 분리(分離)하지는 못하였으나 column온도(溫度)를 programming$(130{\sim}200^{\circ}C,\;5^{\circ}C/min)$함으로써 phoratoxon sulfoxide를 제외(除外)한 5가지 화합물(化合物)의 분리(分離)가 가능(可能)하였다(phoratoxon sulfoxide는 phoratoxon과 중첩되었음). 또는 검출감도(檢出感度)도 매우 높아 $0.05{\sim}3.15ng$범위(範圍)이었다. 한편 토양(土壤)과 채소(菜蔬)에 처리(處理)한 phorate와 그 대사산물(代謝産物)들을 methanol-acetone-benzene(1 : 1 : 1, v/v/v)으로 Soxhlet장치(裝置)에서 12시간(12時間) 추출(抽出)한 후 benzene으로 이들 화합물(化合物)을 분리(分離)한 결과(結果) 90%이상(以上)의 높은 회수율(回收率)(phoratoxon은 약(約) 84%)을 얻었다. 따라서 본(本) mixed phase column은 분리(分離)와 감도면(感度面)에서 그 성능(性能)이 우수(優秀)하여 phorate의 분해(分解)와 대사(代謝)의 연구(硏究)에 효율적(效率的)으로 이용될 수 있을 것이다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제23권2호
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• pp.23-29
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• 2018

This study explored secondary effects of the residual hydrofluoric acid (HF) after a hypothetical acid spill accident by investigating the long-term dissolution of minerals and leaching of pre-existing arsenic (As) from two soil samples (i.e., KBS and KBM) through batch and column experiments. An increase in the HF concentration in both soil samples resulted in a dramatic increase in the release of major cations, especially Si. However, the amounts of mineral dissolved were dependent on the soil type and mineral characteristics. Compared to the KBM soil, relatively more Ca, Mg and Si were dissolved from the KBS soil. The column experiment showed that the long-term dissolution rates of the minerals are closely associated with the acid buffering capacity of the two soils. The KBM soil had relatively higher effluent pH values compared to the KBS soil. Also, more As was leached from the KBM soil, with a more amorphous hydrous oxide-bound As fraction. These results suggest that the potential of heavy metal leaching by the residual acid after an acid spill will be influenced by heavy metal speciation and mineral structure in the affected soil.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2004년도 총회 및 춘계학술발표회
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• pp.73-76
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• 2004

Rusted iron could retain activity to redox-sensitive pollutants in batch reactor. Flow-through columns packed with permeable reactive iron filings (Fe$^{0}$ ) between soil and sand layers were used to evaluate the applicability of bio-enhanced iron barriers to treat explosives-contaminated groundwater. One column was bioaugmented with municipal anaerobic sludge to evaluate the enhancement of biodegradation. Military contaminants (RDX, HMX, TNT, 2,4DNT, 2,6DNT), which coexist in soils at military sites, were completely removed in the bioaugmented Fe$^{0}$ layer after 8 months of operation. Overall, this research suggests that Fe$^{0}$ barriers can effectively clean up groundwater contaminated with military explosives, and that treatment efficiency can be enhanced by bioaugmentation.

• 한국환경농학회지
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• 제24권2호
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• pp.132-138
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• 2005

본 연구에서는 폐양액의 토양 처리에 따른 토양의 이화학적 특성 변화를 조사하고 혼합이온교환수지를 이용하여 토양 깊이에 따른 양분의 이동 및 농도 변화를 평가함으로써 폐양액이 토양에 미칠 수 있는 영향을 평가하고자 하였다. 폐양액을 토양에 처리한 경우 토양 중 $H^+$ 이온과 폐양액의 양이온이 교환되어 토양을 통과한 폐양액의 pH와 EC는 감소하였다. 컬럼 시험 결과 폐양액의 EC, 암모늄테 질소 및 $K^+$는 컬럼 길이가 길어질수록 감소하였고 관주 횟수가 증가할수록 제거율이 감소하였다. 이러한 현상은 폐양액 중의 양분이 토양층을 통과하며 양이온교환용량을 포화시켰기 때문이며 따라서 토양의 양이온교환용량과 염기포화도는 폐양액의 처리 효율과 처리용량을 결정하는 주요인으로 판단되었다. 질산태 질소의 경우 초기 폐양액 농도의 약 2/3 정도가 감소하였고 컬럼 길이보다는 관주 회수에 더 큰 영향을 받았다. 인산의 경우 제거효율이 높았으며 대부분이 고정화 혹은 침전 반응에 의한 것으로 판단되었다. 고추재배 포장에 폐양액을 처리한 경우 질소 및 인은 $NO_3-N>NH_4-N>PO_4-P$ 순으로 토양 용액에 존재하는 것으로 조사되었고 질산태 질소의 경우 45 cm 깊이에서도 농도가 높게 나타나 지하수로의 이동 가능성을 확인할 수 있었다. 따라서 질산태 질소의 경우 폐양액의 토양 처리를 제한할 수 있는 주요한 인자로 작용하는 것으로 사료된다. 인산의 경우 30 cm와 45 cm 모두에서 농도가 낮게 나타나 표층에서 대부분이 제거되는 것으로 확인되어 인산 이온이 지하수로 유입될 가능성은 매우 낮을 것으로 판단되었다.

• Structural Engineering and Mechanics
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• 제73권2호
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• pp.153-165
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• 2020

The effect of soil foundation plays active role in optimum design of steel space frames when included. However, its influence on design can be calculated after a long iterative procedure. So it requires longer computer time and more computational effort if it is done properly. The main purpose of this study is to investigate how these effects can be calculated in more practical way in a shorter time. The effects of semi-rigid column bases are taken into account in optimum design of steel space frames. This study is carried out by using JAYA algorithm which is a novel and practical method based on a single revision equation. The displacement, stress and geometric size constraints are considered in the optimum design. A computer program is coded in MATLAB to achieve corporation with SAP2000-OAPI (Open Application Programming Interface) for optimum solutions. Four different steel space frames including soil structure interaction taken from literature are investigated according to different semi-rigidly supported models depending on different rotational stiffness values. And the results obtained from analyses are compared with the results available in reference studies. The results of the study show that semi-rigidly supported systems in the range of appropriate rotational stiffness values offer practical solutions in a very short time. And close agreement is obtained with the studies on optimum design of steel space frames including soil effect underneath.

• Geomechanics and Engineering
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• 제12권5호
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• pp.815-830
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• 2017

Due to numerous environmental concerns in recent years, the search for and the development of sustainable technologies have been pursued. In particular, environmentally friendly methods of soil improvement, such as the potential use of biopolymers, have been researched. Previous studies on the use of biopolymers in soil improvement have shown that they can provide substantial strengthening efficiencies. However, in order to fully understand the applicability of biopolymer treated soils, various properties of these soils such as their dynamic properties must be considered. In this study, the dynamic properties of gel-type biopolymer treated soils were observed through the use of resonant column tests. Gellan gum and Xanthan gums were the target gel-type biopolymers used in this study, and the target soil for this study was jumunjin sand, the standard sand of Korea. Through this study it was demonstrated that biopolymers can be used to enhance the dynamic properties of the soil, and that they offer possibilities of reuse to reduce earthquake related soil failures.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.1190-1200
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• 2010

A method was developed to determine resilient modulus for crushed rock-soil mixtures whose usage has been increased recently without engineering specifications. The method is based on the subtle different modulus called nonlinear dynamic modulus and was lately implemented in residual soils and engineered crushed-stones. Hereby. the same method was expanded to crushed rock-soil mixtures containing as large grain diameter as 300mm. The method utilize field direct-arival tests for the determination of maximum Young's modulus, and a large scale free-free resonant column test, which is recently developed to is capable to test as large grain diameter as 25mm, for modulus reduction curves. The prediction model of resilient modulus was evaluated for crushed rock-soil mixtures of a highway construction site at Gimcheon, Korea.

• Geomechanics and Engineering
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• 제14권1호
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• pp.51-60
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• 2018

The foundations are classified into shallow and deep, which have important differences: in terms of geometry, the behavior of the soil, its structural functionality, and its constructive systems. The shallow foundations may be of various types according to their function; isolated footings, combined footings, strip footings, and slabs foundation. The isolated footings are of the type rectangular, square and circular. The combined footing may be rectangular, trapezoidal or T-shaped in plan. This paper presents a new model for T-shaped combined footings to obtain the most economical contact surface on the soil (optimal dimensioning) to support an axial load and moment in two directions to each column. The new model considers the soil real pressure, i.e., the pressure varies linearly. The classical model uses the technique of test and error, i.e., a dimension is proposed, and subsequently, the equation of the biaxial bending is used to obtain the stresses acting on each vertex of the T-shaped combined footing, which must meet the conditions following: The minimum stress should be equal or greater than zero, and maximum stress must be equal or less than the allowable capacity that can withstand the soil. To illustrate the validity of the new model, numerical examples are presented to obtain the minimum area of the contact surface on the soil for T-shaped combined footings subjected to an axial load and moments in two directions applied to each column.