• 한국환경복원기술학회지
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• 제6권3호
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• pp.69-78
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• 2003

The main purpose of this study was to verify the shore margin protection effect of the root system of Salix gracilistyla Miq. developed from direct sticking cuttings on wetland, focusing on the effect of the root system reducing soil particle dissociation rate in water. The soil dissociation rate was examined through slaking tests with cylindric pure soil column at maximum particle density and the same size column of root reinforced soil. The dry weight of remained soil was measured after 5, 10, 15, 30minutes and 1, 6, 12, 24, 48hours inundation. As results, the soil particles began to dissociate severely at 10 minutes and only 10% of soil particles were left after 25minutes inundation. The stable slope angle of pure soil was $36^{\circ}$after 24 hours. On the other hand, the columns of root reinforced soil were stable even after 24hours, being dissociated only 7.2% of soil particles. So, it was revealed that the root system was very effective materials protecting more than 80% of soil particle from dissociation in inundation.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.399-404
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• 2008

The influence of gas hydrate dissociation on submarine slope stability was studied in this paper. Gas hydrates are stable under high pressure and low temperature conditions. Once gas hydrate dissociates due to natural or human activities, it generates large amount of gas and water. During gas hydrate dissociation, a pore pressure between soil particles increases and results in the loss of an effective stress and degradation of soil stiffness. A pore pressures model was proposed to calculated excess pore pressures generated by gas hydrate dissociation at the Storegga Slide. A slope stability analysis for the Storegga Slide using a two dimensional finite difference method was carried out by considering excess pore pressures due to gas hydrate dissociation. Since the excess pore pressure calculated by the proposed method resulted in the considerable loss of stiffness and strength in slope, a submarine slope failure occurred at the Storegga slide was well simulated.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.888-892
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• 2008

If gas hydrate dissociates due to natural and/or human activities, it generates large amount of gas and water. Upon gas hydrate dissociation, a generated pore water pressure between soil particles increases and results in the loss of an effective stress and degradation of soil stiffness and strength. In order to predict the generated excess pore water pressure due to gas hydrate dissociation, two methods based on small hydrate concept (SHC) and large hydrate concept (LHC) are proposed. An excess pore water pressure generated by the gas hydrate dissociation in the Storegga Slide was calculated using two proposed methods.

• 한국토양비료학회지
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• 제29권4호
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• pp.328-335
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• 1996

몇 개의 한국 대표 토양과 광물에 대하여 역적정 곡선 자료를 이용하여 표면해리상수의 분포 함수를 계산하였다. 공시 시료의 표면해리 상수는 넓게 분포하였으며, 광물 및 무기질 토양의 표면전하는 해리가 매우 약한 산성으로 나타나고. 유기질 토양에서는 중간정도의 산성을 띄우고 있었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.577-583
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• 2010

In this study, the effect of void formation resulting from gas hydrate dissociation or loss of some particles within soil structure on the strength of soil is examined. Beag-ma river sands with uniform gradation were used to simulate a gas hydrate bearing or washable soil structure. Empty capsules for medicine are used to mimic large voids, which are bigger than soil particle. Beag-ma river sand was miced with 8% cement ratio and 14% water content and compacted into a shear box. The number and direction embedded into a specimen. After 4 hours curing, a series of direct shear test is performed on the capsule embedded cemented sands. Shear strength of cemented sands with capsules depends on the volume and direction. The volume and direction formed by voids are most important factors in strength. A shear strength of a specimen with large voids decreases up to 39% of a specimen without void. The results of this study can be used to predict the strength degradation of gas hydrate bearing sediments after dissociation and loss of fine particles within soil structure.

• 대한토목학회논문집
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• 제30권2C호
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• pp.109-117
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• 2010

해저지반 내에 매장된 가스하이드레이트가 해리될 경우 많은 양의 가스와 물이 발생한다. 이렇게 발생한 가스와 물이 장기간에 걸쳐 외부로 빠져나가거나 주변 지반으로 이동할 경우 토체 안에는 크고 작은 공극이 형성될 수 있다. 그리고 지속적인 강우나 폭우로 인하여 지반 내의 조립질 흙 사이의 세립분이 유실되거나 고결성 지반 내의 일부 고결이 끊어지면서 골격 내에 빈 공간이 형성될 수 있다. 본 연구에서는 가스하이드레이트의 해리로 형성되거나 또는 유수작용으로 인하여 지반 내의 일부 재료가 유실되거나 용해되어 형성된 비교적 큰 공극이 지반의 강도에 미치는 영향을 연구하였다. 가스하이드 레이트를 포함한 토체나 유실성 지반의 골격을 시뮬레이션하기 위하여 입도가 균등한 글라스비즈를 사용하였다. 글라스비즈를 2%의 시멘트비와 7%의 함수비로 혼합하여 몰드 안에 5층으로 나누어 다져 원기둥 모양의 공시체를 만들었다. 흙입자에 비하여 상대적으로 큰 공극은 의약품에 일반적으로 사용되는 빈 캡슐을 넣어 형성하였다. 캡슐을 각층 높이의 중앙부분에 넣고 다음 층을 쌓아 다지는 방식으로 완성하였으며, 캡슐의 개수와 방향, 그리고 캡슐의 길이를 달리하면서 다양한 공시체를 제작하여 2일 동안 양생시킨 다음 일축압축시험을 실시하였다. 공시체 내에 형성된 공극(캡슐)의 체적(개수)과 방향 그리고 공극의 길이에 따라 공시체의 일축압축강도는 차이를 보였으며, 공시체 내에서 공극이 차지하는 체적과 단면적이 강도에 중요한 영향을 미쳤다. 공시체 내에 형성된 큰 공극으로 일축압축강도는 공극이 없는 공시체 강도의 최대 35%까지 감소하였다. 이와 같은 연구 결과는 가스하이드레이트 해리 후 지반의 장기적인 강도 변화와 지반 내의 세립분의 유실로 인한 강도 감소를 예측하는데 사용될 수 있다.

• 한국환경과학회:학술대회논문집
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• 한국환경과학회 2003년도 International Symposium on Clean Environment
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• pp.113-118
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• 2003

An investigation has been carried out on collision-induced dissociation (CID) in the development of an analytical protocol for the determination of polycyclic aromatic hydrocarbons (PARs) by ion trap tandem mass spectrometry. Two different considerations were used to choose the optimal CID conditions for complex matrix environmental samples, namely, to determine the highest signal-to-noise (SIN) ratio and the other to eliminate the background interferences originated from complex matrix samples. The PAR content of agricultural soil was measured to estimate overall distribution of PAR in throughout the country, we collected and analyzed 226 soil samples from paddy and upland soil. The average content of total PAR in all samples was 236 ${\mu}g$ $kg^{-1}$, and the range was from 23.3 to 2, 834 ${\mu}g$ $kg^{-1}$. The overall distribution of PAR was found to be closely related to the pollution sources, the size of city and the type of industry.

• Bulletin of the Korean Chemical Society
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• 제23권8호
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• pp.1097-1102
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• 2002

The mass spectrometry using an ion trap tandem mass spectrometer has been investigated to find optimum conditions for the analysis of benzo(a)pyrene (3,4-benzpyrene). The applicability to a real soil sample was also investigated to verify the usef ulness of the MS/MS (or collision induced dissociation, CID) analysis. The optimum CID condition was 1.5 and 0.45 for the RF excitation voltage and the q value, respectively. For comparison, CID and EI were applied to the analysis of a soil sample. CID analysis was more sensitive than EI analysis of the soil sample. The limit of detection (LOD) of benzo(a)pyrene was 3.18 ng mL-1 and 0.85 ng mL,-1 for EI and MS/MS analysis, respectively. The precision at the soil sample for EI and CID showed relative standard deviations of 6.1% and 4.1%, respectively, and the concentrations were 168 ㎍ kg-1 and 162 ㎍ kg-1 , respectively.

• 한국토양비료학회지
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• 제37권6호
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• pp.378-382
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• 2004

Soil pH is an important indicator for soil reactions and crop growth. pH buffer capacity and lime requirements are necessary to comprehend and manage soils well. The characteristics related with soil pH were analyzed and 5 field trials were conducted to elucidate pH buffer capacity of soil and lime requirements and liming factor for Korean acid soils. Soil minerals were analyzed for the soil of 2 years after treating $CaCO_3$ using X-ray diffraction. The amount of neutralized $H^+$ was regarded as the exchangeable aluminium overcoming ${\Delta}pH$, because pH buffer capacity of soil depended on exchangeable aluminium. Lime requirement was somewhat similar to the KCl exchangeable aluminium and it was also affected by the exchangeable cation by added lime. X-ray diffraction analyses revealed that an aluminium dissociation from Korean acid soils was equilibrated with kaolin minerals and changed into anorthite ($CaAl_2Si_2O_8$) by neutralizing with $CaCO_3$. Neutralizing process was composed of changing process of $Al^{3+}$ into $H^+$ and $Al(OH)_4{^-}$ ionic species and of neutralizing $H^+$ by, the amount of which was lime requirement. The fact that anorthite dissociates an aluminium ion higher than kaolinite does enabled to consider a liming factor (LF) the content of exchangeable cation and ${\Delta}pH$, $LF=1.5+0.2{\times}{\sum} Cations{\times}{\Delta}pH$.

• 한국지반공학회논문집
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• 제30권9호
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• pp.67-75
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• 2014

방대한 저장량으로 차세대 에너지원으로 평가받는 메탄가스 하이드레이트는 생산과정에서 유발될 수 있는 문제를 최소화하고 최적의 생산조건을 선정하기 위한 하이드레이트 포함한 다공질 재료의 THM 현상에 대한 프로그램의 개발이 절실하다. 기존의 해석 프로그램들은 국제공동연구를 통하여 프로그램들간의 상호 비교검증을 진행하고 있으나, 예측값의 불일치와 수렴성에 문제가 있는 것으로 나타났다. 본 논문에서는 다공질 재료내 메탄 하이드레이트의 해리 현상을 해석할 수 있는 fully coupled THM 유한요소 프로그램을 개발하였다. Methane hydrate, soil, water, 및 methane gas의 질량보존의 법칙, 에너지 보존의 법칙, 그리고 힘평형 방정식으로부터 지배방정식을 유도하였다. 다양한 주변수들의 조합을 통하여 주변수를 변위, 가스 포화도, 유체압, 온도, 하이드레이트 포화도로 선택하였으며, 상변화 전영역에서 해석이 가능하도록 하였다. 하이드레이트의 해리를 예측하는 모델은 kinetic model을 이용하였다. 개발된 THM 유한요소 프로그램을 이용하여 메탄가스 생산에 관한 Masuda의 실내 모형실험 결과와 비교적 분석을 수행하였으며, 해의 수렴성과 안정성을 확인할 수 있었다.