• 한국토양비료학회지
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• 제27권4호
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• pp.290-295
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• 1994

각기 다른 수종이 토양발생 이산화탄소량에 미치는 영향을 연구하기 위하여 광릉시험림내에서 비슷한 입지에 식재된 20년생 백합나무, 은수원사시나무, 루브라참나무 인공조림지를 대상으로 soda-lime 법으로 1994년 5월부터 10월까지의 임목생육기간동안 이산화탄소 발생량을 측정하였다. 이산화탄소 발생량은 수종에 따라 $0.21g/m^2/hr{\sim}0.33g/m^2/hr$로 차이가 있었다. 이산화탄소 발생량과 대기 및 토양온도간에는 정의 상관관계가 있음이 밝혀졌다. 이산화탄소 발생량은 7, 8월에 가장 높았고, 이산화탄소 발생량의 계절적 변화는 대기 및 토양온도와 반드시 일치하지는 않았다. 이산화탄소 발생에 영향을 미치는 제반 환경 및 삼림인자들에 대한 보다 상세한 연구가 필요한 것으로 사료된다.

• Mycobiology
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• 제48권1호
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• pp.20-28
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• 2020

Soil degradation can have an impact on the soil microbiota, but its specific effects on soil fungal communities are poorly understood. In this work, we studied the impact of soil degradation on the richness and diversity of communities of soil fungi, including three different degrees of degradation in Germany and Panama. Soil fungi were isolated monthly using the soil-sprinkling method for 8 months in Germany and 3 months in Panama, and characterized by morphological and molecular data. Soil physico-chemical properties were measured and correlated with the observed values of fungal diversity. We isolated a total of 71 fungal species, 47 from Germany, and 32 from Panama. Soil properties were not associated with fungal richness, diversity, or composition in soils, with the exception of soil compaction in Germany. The geographic location was a strong determinant of the soil fungal species composition although in both countries there was dominance by members of the orders Eurotiales and Hypocreales. In conclusion, the results of this work do not show any evident influence of soil degradation on communities of soil fungi in Germany or Panama.

• 한국농림기상학회지
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• 제5권2호
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• pp.110-115
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• 2003

한계농지 토양 내의 탄소와 질소의 동태에 관한 연구는 적절한 연구 대상지의 부족으로 지금까지 폭 넓게 이루어지지 못했다. 본 연구에서는 서울 근처의 검단산 일대에서 지속적으로 산림이었던 지역, 과거 논으로 이용되었던 지역, 과거 밭으로 이용되었던 지역 등 세 곳의 연구 대상지를 선정하고 여기에서 2002년 7월 25일부터 2003년 1월 24일까지 토양 발생 $CO_2$와 무기태 질소의 유효도를 측정하였다. 현재 지속적으로 산림이었던 지역과 과거 논으로 이용되었던 지역은 낙엽활엽수림이고, 과거 밭으로 이용되었던 지역은 낙엽성 관목이 주 식생을 이루고 있다. 토양 발생 $CO_2$는 토양 온도의 계절적 변화에 따라 차이를 보였다. 본 연구 기간동안 토양 발생 $CO_2$량 (g $CO_2$/$m^2$/hr)의 평균은 각각 과거 논으로 이용되다. 산림으로 변한 지역이 0.42, 과거 밭으로 이용되다 관목으로 변한 지역이 0.50, 지속적으로 산림이었던 지역이 0.41로 나타났다. 토양 발생 $CO_2$와 토양 온도는 연구 지역간에 차이가 나타나지 않았으나 토양 습도는 주목할 만한 차이를 보였고, 토양 발생 $CO_2$에 대해 토양 습도는 매우 약한 상관관계를 나타냈다. 무기태 질소의 유효도는 세 곳의 연구 대상지에 따라 차이를 나타냈으며 이는 토양 수분과 관련이 있는 것으로 보인다.

• Geomechanics and Engineering
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• 제38권3호
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• pp.275-284
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• 2024

This paper aims to explore the evolution of the pullout behavior of geocell reinforcement insights from three-dimensional numerical studies. Initially, a developed model was validated with the model test results. The horizontal displacement of geocells and infill sand and the passive resistance transmission in the geocell layer were analyzed deeply to explore the evolution of geocell pullout behavior. The results reveal that the pullout behavior of geocell reinforcement is the pattern of progressive deformation. The geocell pockets are gradually mobilized to resist the pullout force. The vertical walls provide passive pressure, which is the main contributor to the pullout force. Hence, even if the frontal displacement (FD) is up to 90m mm, only half of the pockets are mobilized. Furthermore, the parametric studies, orthogonal analysis, and the building of the predicted model were also carried out to quantitative the geocell pullout behavior. The weights of influencing factors were ranked. Ones can calculate the pullout force accurately by inputting the aspect ratio, geocell modulus, embedded length, frontal displacement, and normal stress.

• 한국토양동물학회지
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• 제4권2호
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• pp.61-68
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• 1999

약 4억만년 전에 출현하였을 거미류의 진화를 생태학적인 측면에서 수중생활, 낙엽층 속에서의 생활, 토양틈사이에서의 생활, 땅속에서의 생활, 동굴에서의 생활, 지표위에서의 배회생활, 공중에서 거미그물을 치면서의 생활하는 과정과 그에 속하는 거미류의 종류와 형태변화 등에 관해 진화적인 측면에서 조사연구하여 정리 보고하고자 한다. 우리나라에 존재하지 않는 거미과명의 국명은 Kim (1998c)의 방식에 따랐다.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2005년도 INTERNATIONAL SYMPOSIUM ON SOIL & GROUNDWATER ENVIRONMENT
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• pp.263-264
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• 2005

• 한국환경농학회지
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• 제24권3호
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• pp.238-244
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• 2005

Fertilization effects on changes in soil $CO_2$ flux and organic C in switchgrass (Panicum virgatum L.) land managed for biomass production were investigated. The mean daily soil $CO_2$ flux in the manure treatment was 5.63 g $CO_2-C\;m^{-2}\;d^{-1}$, and this was significantly higher than the mean value of 3.36 g $CO_2-C\;m^{-2}\;d^{-1}$ in the control. The mean daily $CO_2$ fluxes in N and P fertilizer treatments plots were not different when compared to the value in the control plots. Potentially mineralizable C (PMC), soil microbial biomass C (SMBC), and particulate organic C (POC) were highest at the 0 to 10 cm depth of the manure treatment. Potentially mineralizable C had the strongest correlation with SMBC (r = 0.91) and POC (r = 0.84). There was also a strong correlation between SMBC and POC (r = 0.90). Our results indicated that for the N and P levels studied, fertilization had no impact on temporal changes in soil organic C, but manure application had a significant impact on temporal changes in soil $CO_2$ evolution and active C constituents such as PMC, SMBC, and POC.

• 한국지하수토양환경학회지:지하수토양환경
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• 제25권4호
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• pp.87-97
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• 2020

In this study, the applicability of the geostatistical evolution strategy as an inverse analysis method of estimating hydraulic properties of small-scale basin was tested. The geostatistical evolution strategy is a type of data assimilation method that can effectively estimate aquifer hydraulic conductivity by combining a global optimization model of the evolution strategy and a local optimization model of the ensemble Kalman filtering. In the applicability test, the geometry, hydraulic boundary conditions, and the distribution of groundwater monitoring wells of Hanlim-Eup were employed. On the other hand, a synthetic hydraulic conductivity distribution was generated and used as the reference property for ease of estimation quality assessment. In the estimations, two different cases were tested where, in Case I, both groundwater levels and hydraulic conductivity measurements were assumed to be available, and only the groundwater levels were available, in Case II. In both cases, the reference and estimated hydraulic conductivity fields were found to show reasonable similarity, even though the prior information for estimation was not accurate. The ability to estimate hydraulic conductivity without accurate prior information suggests that this method can be used effectively to estimate mathematical properties in real-world cases, many of which little prior information is available for the aquifer conditions.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2002년도 총회 및 춘계학술발표회
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• pp.199-202
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• 2002

Many methods have been developed for the remediation of contaminated soil and groundwater. Among those technologies, in-situ bioremediation is most likely to be cost-effective method for petroleum hydrocarbon contamination. But the in-situ bioremediation can require more time to remediate hydrocarbon-contaminated soil and groundwater than other methods. Therefore we intended to save time of in-situ bioremediation using a biological additive to activate indigenous microbes in soil. The additive, 'Inipol EAP 22' stimulates the growth of specific flora, significantly accelerating the speed at which hydrocarbons are biodegraded. And it hans been tested in accordance with protocol approved by the USEPA and is registered on the National Contingency Plan Product Schedule List. In the experiment, three soil samples contaminated with fuel oil were prepared in the same concentration. Inipol EAP 22 was not added to one sample and was added to the other two samples with 5% and 10% of hydrocarbon by weight respectively. And $CO_2$gas derived from bacterial respiration was analyzed in each samples for 15 days. As a result, 145% and 153% of $CO_2$ evolution (microbial respiration) against the sample without 'Inipol EAP 22' occurred in samples with 'Inipol EAP 22' addition of 5% and 10%, respectively

• Geomechanics and Engineering
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• 제19권1호
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• pp.79-91
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• 2019

Renewed interest in the long-term pile foundations has been driven by the increase in offshore wind turbine installation to generate renewable energy. A monopile subjected to repetitive loads experiences an evolution of displacements, pile rotation, and stress redistribution along the embedded portion of the pile. However, it is not fully understood how the embedded pile interacts with the surrounding soil elements based on different pile geometries. This study investigates the long-term soil response around offshore monopiles using finite element method. The semi-empirical numerical approach is adopted to account for the fundamental features of volumetric strain (terminal void ratio) and shear strain (shakedown and ratcheting), the strain accumulation rate, and stress obliquity. The model is tested with different strain boundary conditions and stress obliquity by relaxing four model parameters. The parametric study includes pile diameter, embedded length, and moment arm distance from the surface. Numerical results indicate that different pile geometries produce a distinct evolution of lateral displacement and stress. In particular, the repetitive lateral load increases the global lateral load resistance. Further analysis provides insight into the propagation of the shear localization from the pile tip to the ground surface.