• 한국세라믹학회지
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• 제34권5호
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• pp.528-534
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• 1997

There have been many studies on the preparation of slip, forming and drying in the slip casting process. However, is has not been yet on the rheological properties of consolidated body which largely affect on the workability. It was investugated that the rheological properties of the consolidated bodies formed by slip casting in the form of cakes from well dispersed(slip C) and weakly agglomerated slip(slip B) in the clay and clay-fly ash systems. The state of dispersion of slip was found to affected the critical moisture content which was largely affected by the pore and moisture distribution of the consolidated body. The cake C show lower critical moisture content than cake B in the clay system. However, the cake B gives lower critical moisture content than cake C in the clay-fly ash system.

• 청정기술
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• 제19권4호
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• pp.401-409
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• 2013

폐플라스틱에 의한 환경오염 증가로 생분해성 고분자에 대한 관심이 커지고 있다. 본 연구에서는 생분해성 고분자인 폴리 L-락타이드(polylactic acid, PLA)와 폴리 L-락타이드(polylactic acid, PLA)/폴리 부틸렌 숙신산(polybutylene succinate, PBS)(90/10)수지를 기지재료로 하고 유기 크로사이트(cloisite ) 20을 나노 클레이(clay) 20으로 사용하여 이축압출기에서 Clay-20 함량별 로 압출시켜 나노복합체를 제조하였다. 사출성형기로 사출성형시편을 제조하여 나노복합체의 열적, 기계적, 형태학적 및 라만 분광학 특성을 시차열량분석기(differential scanning calorimeter, DSC), 인장시험기, 주사전자현미경(scanning electron microcopy, SEM), 라만-현미경 분광광도계로 조사하였고, 또한 가수분해특성을 조사하였다. 시차열량분석기와 주사전자현미경 시험 결과에서 PLA/Clay-20과 PLA/PBS/Clay-20 나노복합체의 결정화도가 Clay-20 함량이 증가함에 따라 증가하였고, Clay-20과 PLA 및 PLA/PBS 수지가 서로 상용성이 있는 것으로 확인되었다. 또한 Clay-20 함량이 증가함에 따라 두 나노복합체의 인장강도는 감소하지만 신도, 충격강도, 인장탄성률 및 굴곡탄성률이 증가하였다. 특히 Clay-20이 5 wt% 첨가된 PLA/Clay-20과 PLA/PBS/Clay-20 나노복합체의 충격강도는 순수 PLA와 PLA/PBS (90/10) 보다 2배 이상으로 증가하였다. Clay-20 3 wt% 첨가된 PLA/Clay-20 나노복합체의 가수분해속도는 순수 PLA 가수분해속도보다 두 배 정도 빨랐다. 이는 유기화 처리된 Clay-20 나노입자 표면의 친수성으로 계면에서 가수분해가 쉽게 일어나기 때문인 것으로 판단된다. 본 연구에서 적당량의 Clay-20 첨가로 PLA의 기계적특성 개선과 생분해 특성 조절 가능성을 확인하였다.

• Computers and Concrete
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• 제31권6호
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• pp.501-511
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• 2023

The strengthening efficiency of biopolymer treated soil depends on biopolymer type, concentration ratio, soil type, initial water content, curing time and mixing method. In this study, the physical and mechanical properties of xanthan gum (XG) treated kaolinite were investigated through compaction test, Atterberg limit test, triaxial test and unconfined compression test. The results indicated that the optimum water content (OWC) increased from 30.3% of untreated clay to 33.5% of 5% XG treated clay, while the maximum dry density has a slight increase from 13.96 kg/m³ to 14 kg/m³ of 0.2% XG treated clay and decrease to 2.7 kg/m³ of 5% XG treated clay. Meanwhile, the plastic limit of XG treated clay increased with the increase of XG concentration, while 0.5% XG treated clay can be observed the maximum liquid limit with 79.5%. Moreover, there are the ideal water content about 1.3-1.5 times of the optimum water content achieving the maximum dry density and curing time to obtain the maximum compressive strength for different XG contents, which the UCS is 1.52 and 2.07 times of the maximum UCS of untreated soil for 0.5% and 1% XG treated clay, respectively. In addition, hot-dry mixing can achieve highest UCS than other mixing methods (e.g., dry mixing, wet mixing and hot-wet mixing).

• 한국안전학회지
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• 제16권1호
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• pp.53-58
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• 2001

Constructions on the soft clay layer of low strength and high compression bring out many problems. Recent studies show that strength of the soft clay layer could be substantially improved by mixing quicklime. For the purpose, a series of uniaxial compression tests were performed, using quicklime, in order to analyze strength characteristics. The major test results are summarized following : When water content is 90%, the strength is observed to precipitously increase between 3～14 days, then, the extent slowly increase in relative terms. When water content is 130%, the strength is observed to precipitously increase up to 28 days. When the strength of water content 90% is compared to that of water content 130%, the initial strength of the former is higher than that of the latter. The analyses show that the improvement of soft clay layers can be realized by the mixture of both quicklime and sand, and by the mixture of quicklime only.

• 한국환경농학회지
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• 제37권4호
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• pp.317-323
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• 2018

우리나라 관개논의 여름철 강우기 Middleton's 분산성 점토는 불검출 ~ 4.8%의 범위로 나타났으며 최대값은 점토 함량 18% 이상 토양에서 나타났으나 점토 분산성은 점토 함량 18% 미만 토양에서 높게 나타났다. 대상지역의 60%에서 40마력이상 농기계를 사용한 경작연수가 길수록 분산성 점토 함량이 높은 값을 나타내었다. 단, 치환성 나트륨 함량 퍼센트의 차이가 큰 간척논은 예외로 나트륨함량이 높을수록 분산성 점토가 높았다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.567-574
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• 2000

The purpose of this study is to examine mineralogical properties of the soft clay that is distributed widely in Samsan area, Ulsan. XRD analysis were examined to find the quantities of the clay minerals. And XRF, SEM and EDX analysis were also examined to investigate the chemical compositions and the structures of the clay. The properties of the samples from 2 sites in Samsan area were that the minerals of the clay were illite, kaolinite, chlorite, smectite and etc.. The plenty of illite has 38 to 53% of content in whole study area. And kaolinite had 18 to 30%, chlorite had 15 to 25%, and smectite had 4 to 12% of content, respectively. The results of SEM observation showed that appearances of Ulsan clay were sheet, plannar or needle form. Ulsan clay included the salt crystal of cubic and the foraminifera, which were related with the content of organ.

• 한국세라믹학회지
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• 제49권3호
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• pp.231-235
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• 2012

Plasticity is the ability of clay to respond to pressure with a continuous and permanent change of shape in any direction without breaking apart, and hold that shape when released. In this work, the effect of water content and aging period on the plasticity of porcelain clay was evaluated using the capillary rheometer to measure the flow rate and the shear stress. The shear stress of porcelain clay was slightly increased with increasing the aging period, indicating that the plasticity of porcelain clay was influenced by an organic content. It was also observed that the water content in the porcelain clay had a great influence on the plasticity of porcelain clay. The shear stress with water content of 21 wt% was sharply increased with increasing shear rate, but the shear stresses with water contents of 24 and 27 wt% is gently incremented.

• Journal of Ginseng Research
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• 제9권1호
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• pp.36-41
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• 1985

The study was conducted to investigate the changes of soil physico-chemical properties between soils of preplanting fields and 2 years old ginseng fields, and compare the missing plant rate among the 2 years 016 ginseng fields. 1, The missing plant rate of 2 years old ginseng was high in sand loam while low in clay loam soil texture, soil porosity and NO3-N were remarkably increased in 2 years old ginseng field than preplanting soil, as the clay content was increased, soil porosity seemed to be increased but exchangeable nitrogen decreased. 2. The preplanting soil management methods did not significantly influenced on the missing plant rate and soil porosity in 2 years old ginseng fields, However NO3-N content and Fusarium density seemed to be decreased as the plow frequency was increased, exchangeable nitrogen content, whereas, seemed to be increased with more organic matter. 3. Differences of clay content (below 15% and above 20% of clay content) was significantly influenced on soil porosity, bulk density, total nitrogen, organic matter and P2O5 content. 4, Missing rate showed negative correlation with clay, soil moisture, and organic matter content but positive corelation with NO3-N in 2 years old ginseng fields.

• 한국지하수토양환경학회지:지하수토양환경
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• 제15권6호
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• pp.107-113
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• 2010

This paper presents the prediction of shear strength of oil contaminated clay using fall cone test used to determine the liquid limit of soil. The penetration depth of fall cone is related to water content of soil. Laboratory vane shear can also be related to water content. To explore the relative correlation between penetration depth of fall cone and laboratory vane shear, both fall cone tests and laboratory vane shear test were carried out with water contents of soil. The developed empirical relationships in this studys showed that the shear strength is reduced to 3.9% with 1% increase of oil content. And, the lesser initial water content of contaminated clay, the more shear strength of contaminated clay is affected by oil content.

• Current Research on Agriculture and Life Sciences
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• 제18권
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• pp.61-69
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• 2000

This study was conducted to investigate most effective the optimum lime content for lime-clay modification. To achieve the aim, characteristics of compaction and compressive strength were tested by adding of 0, 5, 10, 15 and 20% lime (Hydrated lime) of dry weight of the clay. Distilled water was added 10, 15, 20 and 25% of dry weight of lime-clay mixture. In this test, the compressive strength of the specimens was measured according to the following curing period : 7, 21, 28, 35 and 49 days. The results are as follows. (1) As lime additive increased, the optimum moisture content of lime-clay mixture was increased and the maximum dry density was decreased. (2) The soil mixture of 20% of the moisture content and 10% of lime additive was shown the maximum compressive strength. (3) As curing period longer, the compressive strength was increased but after 21 curing days, the increasing rate of compressive strength was low as compared with earlier its value. (4) In the range of 20% of the moisture content, compressive strength of mixture of 10% lime additive increased twice compared with that of mixture of 0% lime additive. (5) All of the lime-clay are possible to use for an sub-base material and 20% of moisture content of lime-clay mixture is possible to use for a base material.