• 한국환경농학회지
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• 제27권1호
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• pp.66-71
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• 2008

농경지 인산유출 저감을 위한 석탄회-석고의 적정혼합비를 실내시험을 통해서 선발하고 이를 논토양에서 적용 가능성을 평가하였다. 석탄회-석고 혼합제 시용은 두 토양(LS, SiL)에서 토양 중 dissolved reactive P(DRP) 함량을 현저히 감소 시켰다. 그러나 석탄회-석고 혼합비 75:25, 50:50 및 25:75 처리간에 토양 중 DRP 감소 효과는 큰 차이가 없었다. 따라서 석탄회-석고 75:25 혼합제 0, 20, 40, 60 Mg $ha^{-1}$를 논 토양에 시용하여 벼 재배 기간동안 DRP 함량과 수확 후 형태별 인산 함량변화를 조사하였다. 혼합제 시용량 증가에 따라서 토양 중 DRP 함량은 감소하였으나, 수확 후 토양 중 Ca-P 함량은 혼합제 시용량 증가에 따라서 증가되었다. 그리고 혼합제 시용량 증가에 따라서 토양 중 유효인산, 유효규산 및 치환성 칼슘 함량이 현저히 증가되었다. 따라서 석탄회-석고 혼합제는 토양 중 인산의 용해도를 감소 시켜 농경지로부터 인산유출을 저감시킴과 동시에 토양 비옥도 증진에 우수한 제재로 평가되었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.985-994
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• 2004

The application of the reinforced retaining wall has increased in the last 10 years in Korea. The height of reinforced wall is generally limited to less than 15m. It has been reported that the reinforced wall higher than 10m should have higher strength reinforcement or should reduce the lateral earth pressure of the reinforced wall to secure the stability of the wall. In this study, the reinforced retaining wall was constructed 14m high, backfilled by a mixture of soil and cement and instrumented on the reinforcement elements. The instrumented reinforced wall was monitored during and after construction. Field monitoring result shows that a backfill by a mixture of soil and cement reduced the tensile stress developed on the reinforcing elements and the reinforced wall backfilled by a mixture of soil and cement performed successful.

• 한국환경보건학회:학술대회논문집
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• 한국환경보건학회 2001년도 Proceedings of the 3rd Annual Meeting of Yellow Sea Environment
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• pp.11-16
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• 2001

If microorganisms are injected into porous medium such as soils along with appropriate substrate and nutrients, soil pore size and shape are changed from the initial condition as a result of biofilm formation, which make hydraulic conductivity reduced. In this research, hydraulic conductivity reduction was measured after specific bacterium or fungus was inoculated into soil pore. Hydraulic conductivity was decreased to 10 % ∼ 1 % and maintained constant while substrate was provided. Under the adverse conditions such as no substrate, chemical solution permeation, and freeze-thaw cycles, hydraulic conductivity was increased 30∼50%. Hydraulic conductivity decrease of fungus-soil mixture was faster than that of bacterium-soil mixture. Fungus-soil mixture, however, was more sensitive to the adverse conditions.

• 한국환경과학회지
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• 제16권11호
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• pp.1247-1255
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• 2007

Soil biofiltration is an environmentally-sound technology for elimination of VOCs, odorous and $NO_X$ compounds from a low concentration, high volume waste gas streams because of its simplicity and cost-effectiveness. This study investigated the optimal mixture fraction of briquet ash, compost, soil and loess for $NO_X$ degradation. Extreme vertices design was used to examine the role of four components on $NO_X$ degradation. Under our experimental conditions, 74.5% of $NO_X$ degradation was observed, using a model mixture(25% briquet ash, 10% compost, 30% soil and 40% loess) containing 100 ppb of NO. It was shown that experimental design analysis could allow selecting optimal conditions in such biodegradation processes in this study.

• 한국토양비료학회지
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• 제38권1호
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• pp.45-51
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• 2005

유효규산을 다량 함유하고 있는 알카리성 석탄회를 농업적으로 활용하고자 산성의 인산석고와 50:50으로 혼합하여 토양 개량제를 제조하였다. 혼합제재의 적정 시용량과 토양의 이화학적 특성에 미치는 영향을 조사하기 위해 평택통의 논토양에 혼합제재를 0, 20, 40, $60Mg\;ha^{-1}$의 4 수준으로 처리하여 벼 재배시험을 실시하였다. 혼합제재 시용량이 증가함에 따라 벼의 수량성은 증가하여 약 $30Mg\;ha^{-1}$ 처리시 최고수량(Yield Index 109)을 획득할 수 있었다. 혼합제재 시용에 따른 백미와 토양내 중금속 함량의 증가는 발생되지 않았으며, 토양의 pH 향상, 그리고 유효 규산 및 인산함량 및 치환성 칼슘함량을 증가시켜 토양 비옥도 개선에 효과가 있었다. 벼 재배과정 중 혼합제재를 최고 $60Mg\;ha^{-1}$ 처리시 토양내 유효붕소 함량은 최고 $1.42mg\;B\;kg^{-1}$ 까지 증가하였으나, 생육기간 중 붕소독성은 발생되지 않았다. 이상의 결과로부터 석탄회와 인산석고의 50:50 혼합제재는 토양개량제로서 활용성이 대단히 높은 것으로 평가된다.

• 한국지반환경공학회 논문집
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• 제2권2호
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• pp.33-39
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• 2001

굴패각을 혼합한 해성점토를 매립재료로 활용하기 위한 기초자료를 얻기 위해 삼축실험을 실시하여 혼합토의 전단 변형특성을 검토했다. 일련의 실험을 통해, 굴패각의 혼합율이 증가하면 이종혼합토의 강도가 증가한다는 것을 알 수 있었다. 그리고, 이러한 강도개선 효과는 순수점토와 같이 구속압에 기인한 마찰력뿐만 아니라, 굴패각의 골격 구조 및 형성과정에 의해서도 영향을 받고 있다는 것을 알 수 있었다. 또한, 혼합토의 할선탄성계수 및 다일러턴시 특성으로부터 굴패각 혼합에 의해 나타나는 영향을 파악하였고 보정계수의 개념을 도입해 전단과정의 굴패각 골격구조의 변화를 고찰했다.

• 대한원격탐사학회지
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• 제20권3호
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• pp.197-205
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• 2004

Wetlands are lands with a mixture of water, herbaceous or woody vegetation and wet soil. And linear spectral mixture analysis (LSMA) is one of the most often used methods in handling the spectral mixture problem. This study aims to test LSMA is an enhanced routine for classification of wetland land-covers in Paldang reservoir and vicinity (paldang Reservoir) using Landsat TM and ETM+ imagery. In the LSMA process, reference endmembers were driven from scatter-plots of Landsat bands 3, 4 and 5, and a series of endmember models were developed based on green vegetation (GV), soil and water endmembers which are the main indicators of wetlands. To consider phenological characteristics of Paldang Reservoir, a soil endmember was subdivided into bright and dark soil endmembers in spring and a green vegetation (GV) endmember was subdivided into GV tree and GV herbaceous endmembers in fall. We found that LSMA fractions improved the classification accuracy of the wetland land-cover. Four endmember models provided better GV and soil discrimination and the root mean squared (RMS) errors were 0.011 and 0.0039, in spring and fall respectively. Phenologically, a fall image is more appropriate to classify wetland land-cover than spring's. The classification result using 4 endmember fractions of a fall image reached 85.2 and 74.2 percent of the producer's and user's accuracy respectively. This study shows that this routine will be an useful tool for identifying and monitoring the status of wetlands in Paldang Reservoir.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.489-495
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• 2000

When microorganisms such as bacteria and fungi are injected into porous medium such as soils along with appropriate substrate and nutrients, biomass retained in the soil pore. Soil pore size and shape are varied from the initial condition as a result of biofilm formation, which make hydraulic conductivity reduced. In this research, hydraulic conductivity reduction was measured after microorganism are inoculated and cultured with synthetic substrates and nutrients. Biomass-soil mixture was evaluated its applicability to the field condition as an alternative liner material in landfill by measuring hydraulic conductivity change after repetitive freeze-thaw cycles.

• 한국환경복원기술학회지
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• 제13권4호
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• pp.10-17
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• 2010

The objectives of this study were to compare the growth of Vitex rotundifolia as affected by the difference of soil depth and mixture ratio in a shallow-extensive green roof module system, and to identify the level of soil thickness and mixture ratio as suitable growing condition to achieve the desired plant growth in green roof. Different soil thickness levels were achieved under 7cm, 15cm and 25cm of shallow-extensive green roof module systems made by woody frame of $500{\times}500{\times}300mm$. Soil mixture ratio were eight types for perlite : peatmoss : leafmold = 7 : 1 : 2 (v/v/v, $P_7P_1L_2$), perlite : peatmoss : leafmold = 6 : 2 : 2 (v/v/v, $P_6P_2L_2$), perlite : peatmoss : leafmold = 5 : 3 : 2 (v/v/v, $P_5P_3L_2$), perlite : peatmoss : leafmold = 4 : 4 : 2 (v/v/v, $P_4P_4L_2$), only sand ($S_{10}$), sand : leafmold = 7 : 3 (v/v, $S_7L_3$), sand : leafmold = 5 : 5 (v/v, $S_5L_5$) and only leafmold ($L_{10}$). The growth response of Vitex rotundifolia had fine and sustain condition in $P_6P_2L_2$, $P_5P_3L_2$ and $P_4P_4L_2$., Especially, in case of $P_6P_2L_2$, growth response appeared to be good even in soil thickness 7cm, which showed low survival rates of Vitex rotundifolia in other soil mixtures. Tree height, root diameter, photosynthesis and chlorophyll contents tended to increase with increased soil thickness.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.545-552
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• 2002

The purpose of this paper is to investigate permeability characteristic of soil-bentonite landfill liner and development of desirable liner system. In this study, permeability tests for soil-bentonite, reactive soil-bentonite and apply bentomat and reactive mat are carried out under the low and high water pressure. According to test result, additional amount of bentonite decreases the coefficient of permeability up to the bentonite mixture ratio of 15%. Therefore, the permeability test for landfill liner's indicated that the use of general water would be in more safe side because the liner system show low permeability duet decrease effect of porous by suspended soild(SS). The permeability of leachate for Zeolite mixture ratio 0, 5, 10% with bentonite mixture ratio 15% showed negligible variation in the permeability with general water. Therefore, Zeolite could be used as a successful that is available purification material for the treatment of leachate, without changing the of landfill liners. Also odious smell could be removed by adding smell amount of Zeolite to the leachate. It was revealed that the bentomat and reactive mat installed in soil-bentonite layer effectively improved the permeability as well as purification of the leachate.