• Applied Biological Chemistry
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• 제49권2호
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• pp.153-157
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• 2006

본 연구는 분광광도계를 이용하여 토양중 점토함량을 분석하는 방법의 정확성과 정밀성을 평가하기 위하여 수행하였다. 이를 위하여 분광광도계를 이용하는 방법과 피펫법을 이용하여 동일한 시료의 점토함량을 측정하고 두 방법간의 정확성과 정밀성을 비교하였다. 두 방법으로 동일 시료의 점토함량을 분석한 결과 상관관계는 $y=x-0.0002(r=0.98^{**})$로 매우 높았고 기울기는 1에 가까웠으며 절편은 0에 가까워 정확성에는 거의 차이가 없는 것으로 나타났다. 또한, 점토함량에 대한 두 방법간 정밀성을 비교하기 위하여 표준편차와 변이계수를 조사한 결과 분광광도법의 표준편차와 변이계수가 피펫법보다 더 낮게 조사되었다. 따라서 분광광도계를 이용하면 시간과 공간을 절약하고 신속하고 정확하게 토양 중 점토함량을 분석할 수 있을 것으로 판단된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.875-883
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• 2003

Slurry clay has much higher water content than liquid limit of clay and even if small loads apply, it suffers a great settlement. Accordingly it is very difficult to perform a general consolidation test about slurry clay because of high water content. In this study consolidation tests have been performed successfully using Rowe Cell Tester about 1 remolding clay and 3 slurry clays with a water content of 100%, 133% and 150%. From the test results compression index characteristics, secondary compression index characteristics and consolidation coefficient characteristics have been investigated about slurry clay and remolding clay. Also two kinds of theory, by Terzaghi theory and by Mikasa theory, has been used to calculate consolidation coefficients. Compared to the calculation results, they had a similar value of consolidation coefficient. However if Mikasa theory is applied in the field design, the period which reach to the required consolidation degree will be much reduced compared to the period by Terzaghi theory because the time coefficient T$\_$v/ by Mikasa theory is far smaller than T$\_$v/ by Terzaghi theory.

• 한국세라믹학회지
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• 제43권5호
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• pp.315-319
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• 2006

There have been some studies on the use of coal waste as a raw material for clay bricks due to the lack of naturally producing minerals. It can help resolving the problems of pollution, forest conservation and flood control by utilizing coal waste. However, high content of carbon materials usually leads to the black core in clay bricks after firing process, and diminishes the mechanical and aesthetical properties of clay brick. In this study, the effect of firing process is investigated for the removal of black core in clay bricks with carbon content. The removal kinetics of black core are also compared and investigated with the firing schedule and black core removal.

• 한국토양비료학회지
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• 제39권5호
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• pp.315-320
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• 2006

토성 측정법인 비중계법의 정도시험을 10개 표준토양을 선정하여 침강실린더내 토양현탁액의 온도를 모니터링하면서 피켓법과 비교하여 수행하였다. 토양현탁액은 $13^{\circ}C$에서 $28^{\circ}C$까지 범위로 온도가 분포하였으며 현탁액의 온도변이는 $0.2^{\circ}C$에서 $4.4^{\circ}C$ 범위였다. 비중계법에 의한 점토함량은 피켓법과 -6.4%에서 4.0%까지 차이가 발생하였다. 이 때의 양과 음의 양극단의 높은 차이는 각각 점토함량이 매우 낮은 토양과 유기물함량, 교환성칼슘, pH가 상대적으로 높은 토양이었다. 이 두 토양을 제외한 나머지 토양에서는 차이가 3%이하였으며 점토함량이 25% 이상인 토양에서는 거의 0에 가까웠다. 모래함량에서 -1.5%에서 2.0%까지 차이가 발생하였다. 차이가 가장 큰 토양은 점토함량에서와 유사하게 모래함량이 가장 낮은 토양에서 나타났다.

• Journal of the Korean Wood Science and Technology
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• 제31권5호
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• pp.80-87
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• 2003

본 연구는 목재파레트폐잔재 파티클과 페놀수지(고형분함량 50%, 함지율 30%) 및 점토를 사용하여 3층 점토목질파티클보드를 제조하고 소정의 탄화온도(400℃, 600℃, 800℃)에서 탄화하여 Clay-Woodceramics를 제조한 후 물리·기계적성질을 검토하였다. 점토의 효과를 구명하기 위하여 전건파티클중량의 10%, 20%, 30%를 첨가하였으며 연구 결과는 다음과 같다. 1. Clay-Woodceramics의 탄화수율은 탄화온도가 높을수록 감소하였고, 폭 및 두께 수축율은 증가하였다. 그러나 Clay첨가량이 많을수록 탄화수율은 증가하였으며 폭 및 두께 수축율은 감소하였다. 2. Clay-Woodceramics의 비중은 탄화온도가 높을수록 증가하며, 흡습율도 증가하였다. Clay의 첨가량이 많을수록 같은 온도조건에서 높은 비중을 나타냈으며, 흡습율은 감소하는 경향을 보였다. 그러나 흡수율은 제조조건에 따른 통계적인 차이가 없었다. 3. 탄화온도가 높아짐에 따라 Clay-Woodceramics의 휨강도 및 휨탄성계수는 증가하는 경향을 나타냈다.

• 한국토양비료학회지
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• 제49권1호
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• pp.53-59
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• 2016

This study deals with the distribution of the clay minerals separated from clay fractions of ranch pastures in Korea and their chemical and mineralogical properties. Crystalline phases of the clay minerals were identified by powder X-ray diffraction (XRD) pattern and FT-IR spectra, and their relative chemical compositions were also analyzed by X-ray flourescence spectrometry (XRF). Primary minerals consisted mainly of quartz and mica and chlorite and kaolinite along with a trace of swelling micas were identified as secondary clay minerals. However, the relative content of these clay minerals was different with the locations, which led to significant effects on physical and chemical properties of soils like inorganic elemental composition. In particular, $SiO_2$ content was higher in Gochang ranch pasture than in other ranch pasture. Infrared (IR) spectra did not indicate any significant differences in organic functional groups among the locations. This study clearly showed that ranch pastures had different relative content of clay minerals and chemical properties depending on the location and consequently that those properties are worthy to be taken into account for soil amendment.

• Nuclear Engineering and Technology
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• 제26권1호
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• pp.54-62
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• 1994

중저준위 방사성폐기물 처분장 되메움재 후보물질로 제안되고 있는 국산 천연점토와 분쇄암석의 혼합물의 수리특성을 조사하였다. 혼합물의 수분함량 변화에 따른 혼합물의 밀도 변화를 조사하여, 동일 압축력 하에서 최대밀도를 얻을 수 있는 최적수분함량을 찾고자 하였으며, 혼합물 중의 점토함량에 따른 수리전도도 변화를 조사하였다. 혼합물 중 점토함량이 감소할수록 얻어 지는 최대밀도가 증가하였으며, 최적수분함량도 보다 명확해졌으나, 혼합물의 밀도는 수분함량에 그다지 민감하지 않았다. 혼합물의 수리전도도는 점토 함량이 감소할수록 증가하여 건조밀도 1.2 Mg/㎥ 일 때 100% 점토인 경우의 3 $\times$ $10^{-12}$ m/s에서 25% 점토함량의 경우에는 7 $\times$ $10^{-10}$ m/s로 증가하였으나, 건조밀도가 1.5 Mg/㎥ 일 때에는 25% 점토함량의 경우에도 5 $\times$ $10^{-12}$ m/s 의 낮은 값을 유지하였다. 혼합물의 수리전도도 추장을 위한 유효점토건조밀도 개념이 제안되었으며. 이 개념은 다양한 건조밀도와 분쇄암석 함량을 가진 혼할물의 수리전도도를 잘 설명할 수 있었다.

• 한국세라믹학회지
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• 제52권6호
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• pp.467-472
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• 2015

The effect of $SrCO_3$ content on the microstructure, porosity, flexural strength, and pore size distribution of clay-based membrane supports was investigated. Green compacts prepared from low cost materials such as kaolin, bentonite, talc, sodium borate, and strontium carbonate were sintered at $1000^{\circ}C$ for 8 h in air. It was possible to control the porosity of the clay-based membrane supports within the range of 33% to 37% by adjusting the $SrCO_3$ content. The flexural strength of the clay-based membrane supports was found to strongly depend on their porosity. In turn, the porosity was affected by the $SrCO_3$ content. The average pore size and flexural strength of the clay-based membrane supports containing 4 wt% $SrCO_3$ were $0.62{\mu}m$ and 33 MPa at 34% porosity.

• Geomechanics and Engineering
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• 제36권6호
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• pp.619-629
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• 2024

To improve the utilization rate of phosphate tailings (PTs) and widen the sources of subgrade filler, the PTs is employed to modify clay, forming a PTs modified clay, applied in the subgrade. Accordingly, the environmental friendliness of PTs was investigated. Subsequently, an optimal proportion was determined through compaction and California Bearing Ratio (CBR) experiments. Afterward, the stability of mixture with the optimal proportion was further evaluated through the water stability and dry-wet stability experiments. Finally, via the gradation and microstructure experiments, the strength mechanism of PTs modified clay was analyzed. The results show that the PTs were classified in the non-hazardous solid wastes, belonging to Class A building materials. With the increase of PTs content and the decrease of clay content, the optimum water content and the swelling degree gradually decrease, while the maximum dry density and CBR first increase and then decrease, reaching their peak value at 50% PTs content, which is the optimal proportion. The resilient modulus of PTs modified clay at the optimal proportion reaches 110.2 MPa. The water stability coefficient becomes stable after soaking for 4 days, while the dry-wet stability coefficient decreases with the increase of cycles and tends to be stable after 8 cycles. Under the long-term action, the dry-wet change has a greater adverse impact than continuous soaking. The analysis demonstrates that the better strength mainly comes from the skeleton role of PTs and the cementation of clay. The systematic laboratory test results and economic analysis collectively provide data evidence for the advantages of PTs modified clay as a subgrade filler.

• 한국물환경학회지
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• 제31권5호
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• pp.476-481
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• 2015

Water permeable block was manufactured using waste sewage sludge, loess and clay for the purpose of recycling waste sludge due to the prohibition of waste sludge ocean dumping. Experiments for determining optimum mixing ratio was conducted by changing sludge content in water permeable block as 5~20%. In respect of compressive strength, $1,600N/cm^2$ ($163.3kg/cm^2$) was obtained when the mixing ratio of sludge : loess : clay were maintained by 5% : 65% : 30%, 10% : 65% : 25% and 15% : 65% : 20%, respectively. These mean that relatively high compressive strength can be obtained when the sludge content is maintained 5, 10, 15% at the 65% of loess content. In terms of water permeability and absorption rate, the higher values can be obtained as the sludge content increases. The optimum mixing ratio of sludge : loess : clay came out to be 15% : 65% : 20% when water permeability, absorption and strength were considered altogether, which matches the result observed by an electron microscope. The heavy metal leaching test result of the prepared permeable block appeared to satisfy the environmental standard in the content of Cd, Cu, Pb and As.