• 한국토양비료학회지
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• 제39권5호
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• pp.245-252
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• 2006

우리나라 토양의 분류체계를 보완하고 점토광물 조성과 분포를 파악하기 위하여 우리나라 390개 토양통 중 잔적 및 붕적토에서 유래된 26개 토양통을 대상으로 토양 층위별료 시료를 채취하여 집적층을(B층) 토양의 이화학적 특성, 토양 중 점토의 광물조성과 화학성분을 분석하였다. 잔적 및 붕적모재별로는 화강암과 화강편마암, 회장암에서 유래된 토양에서 kaolin과 quartz, 유문암, 3기층, 석영반암, 응회암에서 유래된 토양에서 quartz과 kaolin, 석회암, 혈암, 사암, 역암 등 퇴적암에서 유래된 토양에서 illite와 chlorite가 주요한 점토광물이었다. 토양통별 점토광물조성을 군집분석 (CA, cluster analysis)을 통하여 (1) illite, kaolin, vemiculite를 주광물로 하는 혼합점토광물군 (MIX), (2) kaolin을 주광물로 illite가 많은 kaolin군 (KA), (3) chlorite와 illite가 주광물인 chlorite군 (CH), (4) kaolin과 illite를 주광물로 smectite가 함유된 smectite군 (SM) 등 4개의 점토광물 조성군으로 구분하였다. 우리나라 토양의 대부분은 kaolin을 주광물로 하는 토양과 illite, kaolin, vemiculite가 함유된 토양이었으며, illite와 kaolin을 주광물로 하는 토양에서 CEC가 낮았고 vemiculite와 smectite가 함유된 점토에서 규반비가 높았다.

• 한국환경과학회지
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• 제23권9호
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• pp.1609-1618
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• 2014

In this study, as a fundamental study for the remediation of the radionuclides-contaminated soil, the adsorption of cobalt, strontium, and cesium on natural soil and kaolin were experimently investigated and adsorption characteristics were evaluated by using several adsorption kinetic and isotherm models. The pseudo-first-order kinetic model (PFOM), pseudo-second-order kinetic model (PSOM), one-site mass transfer model (OSMTM), and two compartment first-order kinetic model (TCFOKM) were used to evaluate the kinetic data and the pseudo-second-order kinetic model was the best with good correlation. The adsorption equilibria of cobalt, strontium, and cesium on natural soil were fitted successfully by Redlich-Peterson and Sips models. For kaolin, the adsorption equilibria of cobalt, strontium, and cesium were fitted well by Redlich-Peterson, Freundlich, and Sips models, respectively. The amount of adsorbed radionuclides on natural soil and kaolin was in the order of cesium > strontium > cobalt. It is considered that these results could be useful to predicting the adsorption behaviors of radionuclides such as cobalt, strontium, and cesium in soil environments.

• 한국토양환경학회지
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• 제4권3호
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• pp.17-24
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• 1999

토양오염 디이젤 제거에 대한 토양 세척기술의 적용을 위해 디이젤 제거효과가 좋은 비이온 계면활성제를 선택하기 위한 조건 중 소수성 사슬구조의 영향을 고찰하였다. 비이온 계면활성제는 CMC값이 낮고, 생분해성이 좋으며, 유기 오염물질에 대한 용해 능력이 커서 디이젤과 같은 NAPL류 제거에 효과적으로 사용될 수 있다. 비이온계 계면활성제 구조 내 소수성 탄화수소 사슬의 길이와 불포화결합의 존재는 흡착과 디이젤 제거에 영향을 미치며, 비이온계 계면활성제의 kaolin토양흡착과 디이젤 제거는 서로 밀접한 관계를 가지고 있다. 친수성기의 구조가 서로 동일한 계면활성제 중에서 소수성 탄화수소 사슬길이가 12개로 비교적 짧고 HLB값이 클 때 상대적으로 낮은 흡착평형농도와 높은 디이젤 제거효율을 나타냈다. 소수성 사슬 내에 불포화 탄화수소가 존재할 때 낮은 흡착평형농도와 높은 디이젤 제거 효율을 나타냈다. 농도에 따른 제거경향은 흡착이 평형에 도달한 후에 최대의 제거 효율을 나타냈으며 그 이상의 농도에서는 오히려 제거효율이 감소하는 현상이 나타났다.

• Geomechanics and Engineering
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• 제3권2호
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• pp.131-151
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• 2011

The electrical conductivity of a soil-water system is related to its engineering properties. By measuring the soil electrical conductivity, one may obtain quantitative, semi-quantitative, or qualitative information to estimate the in-situ soil behavior for site characterization. This paper presents the results of electrical conductivity measured on compacted kaolin clay samples using a circular two-electrode cell in conjunction with a specially designed compaction apparatus, which has the advantage of reducing errors due to sample handling and increasing measurement accuracy. The experimental results are analyzed to observe the effects of various parameters on soil electrical conductivity, i.e. porosity, unit weight, water content and pore water salinity. The performance of existing analytical models for predicting the electrical conductivity of saturated and unsaturated soils is evaluated by calculating empirical constants in these models. It is found that the Rhoades model gives the best fit for the kaolin clay investigated. Two general relationships between the formation factor and soil porosity are established based on the experimental data reported in the literature and measured from this study for saturated soils, which may provide insight for understanding electrical conduction characteristics of soils over a wide range of porosity.

• Geomechanics and Engineering
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• 제14권3호
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• pp.247-255
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• 2018

Soil stabilization can make the soils becoming more stable by using an admixture to the soil. Lime stabilization enhances the engineering properties of soil, which includes reducing soil plasticity, increasing optimum moisture content, decreasing maximum dry density and improving soil compaction. Silica fume is utilized as a pozzolanic material in the application of soil stabilization. Silica fume was once considered non-environmental friendly. In this paper, the materials required are kaolin grade S300, lime and silica fume. The focus of the study is on the determination of the physical properties of the soils tested and the consolidation of kaolin mixed with 6% silica fume and different percentages (3%, 5%, 7% and 9%) of lime. Consolidation test is carried out on the kaolin and the mixtures of soil-lime-silica fume to investigate the effect of lime stabilization with silica fume additives on the consolidation of the mixtures. Based on the results obtained, all soil samples are indicated as soils with medium plasticity. For mixtures with 0% to 9% of lime with 6% SF, the decrease in the maximum dry density is about 15.9% and the increase in the optimum moisture content is about 23.5%. Decreases in the coefficient of permeability of the mixtures occur if compared to the coefficient of permeability of kaolin soft clay itself reduce the compression index (Cc) more than L-SF soil mix due to pozzolanic reaction between lime and silica fume and the optimum percent of lime-silica fume was found to be (5%+6%) mix. The average coefficient of volume compressibility decreases with increasing the stabilizer content due to pozzolanic reaction happening within the soil which results in changes in the soil matrix. Lime content +6% silica fume mix can reduce the coefficient of consolidation from at 3%L+6%SF, thereafter there is an increase from 9%L+6%SF mix. The optimal percentage of lime silica fume combination is attained at 5.0% lime and 6.0% silica fume in order to improve the shear strength of kaolin soft clay. Microstructural development took place in the stabilized soil due to increase in lime content of tertiary clay stabilized with 7% lime and 4% silica fume together.

• Geomechanics and Engineering
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• 제15권6호
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• pp.1135-1141
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• 2018

Volume changes of soils induced by inorganic acids cause severe foundation and superstructure failures in industrial buildings. This study aimed to assess the potential of fly ash to control volume changes in soils under acidic environment. Two soils such as black cotton soil predominant with montmorillonite and kaolin clay predominant with kaolinite were used for the present investigation. Both soils exhibited an increase in swelling subjected to phosphoric acid contamination. Ion exchange reactions and mineralogical transformations lead to an increase in swelling and a decrease in compressibility in black cotton soil, whereas phosphate adsorption and mineral dissolution lead to an increase in swelling and compressibility in case of kaolin clay. Different percentages of Class F fly ash obtained from Ramagundam national thermal power station were used for soil treatment. Fly ash treatment leads to significant reduction in swelling and compressibility, which is attributed to the formation of aluminum phosphate cements in the presence of phosphoric acid.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.649-655
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• 2010

Unsaturated compressive tests are performed to evaluate the effect of matric suction on the strength and the deformation characteristics for statically compacted natural kaolin in Korea. Under different conditions of the initial degree of saturation in kaolin, the relationship between suction and the degree of saturation at failure can be expressed by unique soil-water characteristic curve. These results demonstrate that the newly established constant water content type unsaturated shear strength test equipment can be used for estimating the relationship between suction and the compressive strength.

• 한국토양비료학회지
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• 제43권6호
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• pp.837-843
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• 2010

토양광물 종류별 토양의 점토활성도를 구분하기 위하여 우리나라 390개 토양통을 점토광물과 함수산화광물을 기준으로 점토광물 조성이 다른 7개의 토양을 선정하여 토양광물 종류에 따른 점토의 CEC와 비표면적을 비교하였다. 토양 CEC에 대한 점토의 비가 0.7 이상인 토양은 사암을 모재로 Chlorite를 주광물로 하는 토양, 안산암질반암을 모재로 Smectite를 함유한 토양, 화산재를 모재로 Allophane과 Ferrihydrite가 주광물로 이루어진 토양이었으며, 점토활성도 0.3-0.7인 토양은 회장석을 모재로 Kaolin이 주광물 토양, 하성퇴적토를 모재로 Kaolin, Illite, Vermiculite가 혼합된 토양이었다. 또한 점토활성도 0.3이하인 토양은 화강암 및 화강편마암 모재의 Kaolin을 주광물로 Geothite와 Hematite가 함유된 적황색계 토양, 석회암 모재의 Illite와 Vermiculite를 주광물로 Gibbsite, Geothite, Hematite가 함유된 적황색계 토양이었다. 토양의 점토활성도는 점토의 CEC, 점토의 비표면적과 상관이 있어서 점토활성도가 높은 토양에서는 점토의 CEC가 높고 점토의 비표면적이 넓었다. 따라서 토양의 점토활성도는 기존의 점토광물의 정성과 정량분석을 실시하지 않고도 토양의 일반적인 분석을 통하여 토양 중 점토광물의 조성을 추정하고 토양의 물리-화학적 특성을 예측하는데 유용한 기준이 될 것으로 생각된다.

• KCI Concrete Journal
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• 제13권1호
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• pp.3-9
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• 2001

This research concerns the effect of kaolin as material of cement admixture. which has the advantage of low price and high adaptability. Kaolin, a kind of soil, is well known as a raw material of pottery. which is widely scat-tered on the earth (especially in Korea). This research shows the method and process for activating kaolin to have the properties of a cement admixture through experiment. In the experiments, kaolin is baked in high temperature and then cooled suddenly to be activated. The temperature zone and time span, on which kaolin is activated are examined. The research looks over the effect of the activated kaolin based on several criteria regarding to chemical and physical characteristic of general admixtures. The results of this research are as follows; kaolin start activation at the temperature above 50$0^{\circ}C$ and make ends of activation at the temperature below 95$0^{\circ}C$ and there was little effect by the change of duration. It is concluded that compressive strength can be increased by putting activated kaolin in the concrete and the activated kaolin is good for water resistance and anti-chemical , and that it is effective for protecting the leakage of hazardous article like Cl- and for protecting damage by an organic salt like acid. The activated kaolin of proper temperature and time is effective in compressive strength, salt resistance and acid resistance. The adaptability of activated kaolin as a cement admixture was shown through this research.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2005년도 INTERNATIONAL SYMPOSIUM ON SOIL & GROUNDWATER ENVIRONMENT
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• pp.40-42
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• 2005