• 한국연초학회지
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• 제10권2호
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• pp.99-107
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• 1988

Pot experiment was conducted to find out the effect of lime application on yield and chemical composition of burley tobacco in 1986, Lime increased exchangeable calcium and pH of soil, but decreased Al, Fe and Mn concentrations. Yield was increased by lime application, however lime could not be caused to yield increasing in the soil with high calcium contents. Cored leaves of limed Plot contained higher Mg. K, total nitrogen, NO3-nitrogen, water soluble and insoluble ash, alkalinity number of water soluble and insoluble ash, citric and malic acid, but lower Fe, Mn, protein-nitrogen, NH3-nitrogen, nicotine petroleum ether extract, palmitic and linolenic acid concentrations than those of unlined plot. The linoleic acid and volatile neutral constituents of cured leaves were not affected by liming. Lime increased yield, however it did not affect leaf duality in respect to chemical characteristics, suggesting that liming should be necessary for tobacco cultivation.

• Asian-Australasian Journal of Animal Sciences
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• 제12권7호
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• pp.1049-1053
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• 1999

Chopped wheat straw (0.5-1.5 cm) was subjected to different treatment combinations in a $5{\times}4$ factorial arrangement involving the five levels of urea (0, 2, 3, 4 and 5%, w/w) and four levels of lime (0, 2, 4 and 6%, w/w) at 50% moisture and kept for 3 wk reaction period at about $35{^{\circ}C}$ in laboratory. Treated wheat straw samples were analyzed to study the associative effect of urea and lime on chemical composition, in sacco and in vitro digestibilities. Results showed that cell wall constituents (CWC) solubilized significantly (p<0.01) due to urea and lime treatment on one hand and substantially increase the crude protein (CP) on the other in wheat straw. The main effect on synergism of both chemicals was noticed on organic matter (OM), neutral detergent fibre (NDF), hemicellulose (HC), acid detergent lignin (ADL) and silica by solubilising their contents as a result of considerable increase in cell contents in treated wheat straw. The respective decreases were 5.45, 13.0, 37.23, 44.95 and 26.16% in different treatment combinations. The most interesting feature of the treatment was evident by increase in ash content on each level of lime application. CP content increase up to 12.78% due to urea treatment in comparison with untreated wheat straw (2.56%). The effect of solubilization of structural carbohydrates and increased crude protein due to synergistic effect of urea and lime were clearly seen on improved digestibility of OM and DM. The increase in ISOMD, ISDMD, and IVDMD were 21.67, 21.67, 16.24, and 17.5 units. The increase in digestibility were relative to additions of both chemicals and digestibility values increased with increasing levels of urea plus lime concentration in different treatment combination. The maximum improvement was noticed at 4% urea and 4% lime levels at 50% moisture for 3 wk reaction period in treated wheat straw.

• KIEAE Journal
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• 제10권5호
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• pp.115-121
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• 2010

Lime was the solidifier mostly used at the fields of construction and civil works in the past. however, the development of Portland cement remarkably reduced the use of it. Recently as the concernment on circumstances gets higher, lime wined attention again as an eco-friendly material and was used at earth-using construction. This study examined the physical and chemical capacity of lime complexes with lime capacity improved, and performed fundamental study on the way to concretize by mixing it with earth. As a result, lime complex pressure strength was lower than cement pressure strength but it showed the possibility that its strength was improved by W/B control. The measurement of XRD after paste formation confirmed a compound generated by the reaction of Ca2+ion and Si, Al, and Fe from pozzolan reaction. A earth wall experiment by using lime complexes and earth showed that the higher, WB or the lower the quantity of unit combined materials, the lower the pressure strength was. The maximum pressure strength was maximum 11MPa when the quantity of unit combined materials was 450. It is because the composed earth particles had a high content of micro powder less than silt, so a lot of combination are demanded to secure fluidity. As a result of peptization experiment, after hardening, the material was not dissolved, which informed of the possibility of use as an outer subsidiary material. If the material is hardened by mold formation method, natural hardening crack appears. Cast expresses smart surface quality and enables to design for multiple purpose. The result shows the possibility of construction of low-story structures by using earth wall made of lime complexes and earth.

• 한국농공학회지
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• 제27권2호
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• pp.57-71
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• 1985

The characteristics of compaction and unconfined compressive strength were investigated by mixing with lime to all soils adjusted by given percentages of two kinds of clays to sand to obtain the most effective distribution of grain size and the optimum lime content for soil stabilization. In addition, unconfined compressive strength and durability tested by adding of sodium metasilicate, sodium sulfate, sodium carbonate, sodium gydroxide and magnesium oxide to lime-soil mixture mixed with 8 percent lime to adjusted soil having the mixing percentage of 60 percent of cohesive black clay and 40 percent of sand by weight to get the effect and the optimum content of chemicals. The results obtained were as follows; 1.With the addition of more lime, the optimum moisture content was increased, and the maximum dry density was decreased, whereas the more the amount of clay and the less was the maximum drt density. 2. In the soil having more fine grain size the unconfined compressive strength was larger in the earlier stage of curing period, in accordance with the longer period, the mixing percentages of sand to clay showing the maximum unconfined compressive strength, on the basis of 28-day strength, were 60% : 40% (black clay) and 40% : 60% (brown clay) respectively. 3. The reason why the soil adjusted with black clay was remarkably bigger in the unconfined compressive strength than ones adjusted with brown clay for all specimen of lime-soil mixture was the difference in the kind of clay, the amount of chemical compositions the value of pH. Black clay was mainly composed of halloysite that reacted with lime satisfactorily, whereas the main composition of brown clay was kaolinite that was less effect in the enhance of unconfined compressive strength. Also the difference of unconfined compressive strength was because black clay was larger in the amount of composition of calcium oxide and magnesium oxide in the value of pH affecting directly on the unconfined compressive strength of lime-soil mixture than brown clay. 4. In the lime-soil mixture mixed with 8 percent of lime to soil that mixing percentage of sand to black clay was 60% : 40%, on the standard of 7-day strength, the effect of chemical was arranged in the order of magnesium oxide, sodium carbonate, sodium sulfate, sodium hydroxide and sodium metasilicate. 5. The optimum amount of chemical being applicable to the maximum unconfined compressive strength of lime-chemical-soil mixture was 1 percent by weight for air dry soil in the case of adding sodium carbonated and 0.75 percent on sodium hydroxide, the unconfined compressive strength was increased continuously with increase of the amount of chemical up to 2 percent of chemical content is the lime-chemical-soil mixture added sodium metasilicate, sodium sulfate and magnesium oxide. 6. It was considered that the chemical played and accelerant role of early revelation of strength because the rate of increase of unconfined compressive strength of all of lime-chemical-soil mixtures was largest on the 7-day cured specimen. 7. The effect of test on freezing and thawing after adding suitable amount of chemical on the lime-soil mixture mixed with 8 percent of lime to soil that mixing percentage of sand to black clay was 60% : 40% was arranged in the order of magnesium oxide, sodium carbonate, sodium sulfate, sodium metasilicate and sodium hydroxide.

• 한국결정성장학회지
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• 제32권6호
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• pp.246-250
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• 2022

Lakatos 모델을 이용한 유리점도 추정법은 소다석회유리의 조성과 점도와의 관계를 가장 잘 추정할 수 있는 방법의 하나이다. Lakatos 모델은 SiO₂, Al₂O₃, Na₂O, K₂O, CaO, MgO의 양을 입력하여 점도를 산출한다. 본 연구에서는 소다석회유리병 제조 공장에서 월별로 분석한 10개의 조성에서 점도 log η가 3, 6.6, 10, 12.3 Pa·s에서의 isokom 온도를 구하고, isokom 온도 변화가 어떤 조성 변화와 밀접한 상관관계를 갖는지 조사하였다. 그 결과 점도가 log η = 3에서의 isokom 온도는 (Si+Al)/O 값과 가장 밀접한 상관관계를 가지며, log η = 6.6에서의 isokom 온도는 1/Na 값과 밀접한 상관관계를 가짐을 알았다.

• 한국지반공학회논문집
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• 제15권3호
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• pp.17-25
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• 1999

인천 해안지역을 중심으로 송도 신도시 개발과 인천 국제공항 공사는 공유수면을 대규모로 매립하여 지반을 조성하고 있다. 현재까지 막대한 양의 준설토를 매립에 사용한 결과로 양질의 매립토 확보에 상당한 어려움을 겪고 있는 실정이다. 이러한 현실성을 고려하여 소다회를 생산하고 부산물로 발생되는 폐석회를 화강풍화토와 혼합하여 매립재로 활용할 수 있는 방법에 대하여 연구를 수행하였다. 환경 실험을 통하여 화학적 성분, pH, 중금속함량 등을 측정하여 환경적 영향에 대하여 검토를 수행하였다. 또한 혼합비에 따른 다짐시험, 일축압축강도시험, X-ray 회절분석시험 등을 수행하여 강도증가 및 매립재로서의 활용가능성을 검토하였다. 상기의 연구결과 폐석회를 화강풍화토에 무게중량으로 20%를 혼합하면 양호한 매립재로 활용이 가능하며, 환경적 영향도 국내 관련기준법을 만족함을 알 수 있다.

• Bulletin of the Korean Chemical Society
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• 제33권12호
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• pp.4173-4179
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• 2012

From Neungsalli Temple located in Buyeo, ancient glass vessel fragments were discovered along with hundreds of glass beads. In this research, we used SEM-EDS to analyze glass vessel fragments and beads excavated from Neungsalli Temple. Then, we analyzed their chemical composition and examined their characteristics. In particular, we investigated a relationship between glass vessels from Neungsalli temple and Hwangnamdaechong (South tomb). The result of our experiment showed that the glass artifacts from Neungsalli temple were all soda glass. To be specific, the vessel fragments were soda-lime glass and spherical beads were high-alumina soda glass. Then, we compared glass vessel fragments from Neungsalli temple to glass vessels excavated from Hwangnamdaechong. Glass vessels from both sites turned out to be soda lime glass. We classified them further based on raw material used for soda - natron and marine plant ash.

• 한국토양비료학회지
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• 제28권2호
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• pp.145-153
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• 1995

우리나라 기후풍토(氣候風土)에 적합한 것으로 생각되는 Al-falfa의 3개품종(個品種)(Dekalb brand 120, Pike, Pioneer brand 5929)에 석회(石灰)를 10a당(當) 무시비(無施肥), 10, 50, 100, 300kg 수준(水準)으로 시용(施用)한 실험(實驗)을 경희대학교(慶熙大學校) 수원(水原)캠퍼스에서 실시(實施)한 결과(結果)를 요약(要約)하여 보면 품종별(品種別) 초장생육(草長生育)은 Dekalb brand 120품종(品種)에 내한 석회시용(石灰施用)의 효과(效果)는 50kg>100kg>300kg>10kg>무시비구(無施肥區) 순(順)으로, Pike 품종(品種)은 50kg>100kg>10kg>300kg>무시비구(無施肥區) 순(順)으로 그리고, Pioneer brand 5929 품종(品種)은 10kg>50kg>300kg>무시비구(無施肥區)>100kg순(順)으로 초장생육(草長生育)이 좋았으며 건물수확량(乾物收穫量)은 Dekalb brand 120 품종(品種)은 50kg>300kg>100kg>10kg>무시비구(無施肥區) 순(順)으로, Pike 품종(品種)은 50kg>10kg>300kg>100kg>무시비구(無施肥區) 순(順)으로, 그리고 Pioneer brand 5929 품종(品種)은 50kg>100kg>10kg>무시비구(無施肥區)>300kg순(順)으로 수량(數量)이 많았다. 다수확(多收穫)은 석회(石灰)의 시용량(施用量)을 공시(共試) 품종(品種) 공히 10a당(當) 50kg 비율(比率)로 시용(施用)한 구(區)에서 나타났으며 수확(收穫)한 식물체내(植物體內)의 무기물(無機物) 성분함량(成分含量)은 석회시용(石灰施用)과 예취시기(刈取時期)와는 일정(一定)한 양상(樣相) 및 유의성(有意性)의 변화(變化)는 없었다. 작물(作物)을 수확(收穫)한 후사용(後使用)한 토양(土壤)의 특성(特性) 및 성분함량(成分含量)에 있어서도 일정(一定)한 양상(樣相)의 변화(變化)는 없었으며, 토양(土壤) pH는 석회(石灰) 시용량(施用量)이 증가(增加)함에 따라서 비례적(比例的)으로 토양(土壤)이 중성(中性) 및 알카리성화 하였다.

• 공업화학
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• 제24권4호
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• pp.382-390
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• 2013

소다석회 조성의 폐 병유리를 대상으로 효율적인 재활용방안을 찾기 위해서 발포화에 적절한 조성의 조절을 통해 직접 보온단열재 발포유리블럭을 제조할 수 있는 공정을 조사하였다. 폐 병유리의 직접 발포화를 위해 첨가되는 성분 및 조성은, 폐 유리분말 100중량부에 대하여 $SiO_2$ 10중량부, $Na_2SO_4$ 0.5중량부, $B_2O_3$ 3.0중량부, 그리고 발포제로서 카본 블랙류 탄소재 0.3중량부이다. 발포공정은 턴넬키른에서 진행하며, 발포소성 조건은 폐 유리분말의 입도는 -325 mesh, 발포소성온도는 $830{\sim}850^{\circ}C$, 발포시간은 30~35 min이 바람직하다. 상기 조건하에 제조된 발포체는 밀도가 $0.17{\sim}0.21g/cm^3$, 열전도도 $0.06{\pm}0.005kcal/h{\cdot}m{\cdot}^{\circ}C$, 수분 흡수율 1.1~1.5%, 압축강도는 $20{\sim}30kgf/mm^2$의 물성을 나타내었다.

• 한국농공학회지
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• 제44권3호
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• pp.122-135
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• 2002

Although fly ash possesses viable engineering properties, an overwhelming majority of fly ash from coal combustion is still placed in storage or disposal sites. Similarly, sludges generated from various water treatment operations are predominantly subjected to the fate of land disposal. To prepare sludges fur land disposal typically requires time consuming dewatering schemes, which can become extremely difficult to execute depending upon the composition of the sludge and its affinity for water. This study was undertaken to reuse fly ash and sludge as construction materials. This paper includes geotechnical properties of fly ash and fly ash-lime-sludge mixture and results of compaction test, UU-test, falling head test, leaching test and CBR test. The effect on mixing fly ash with sludge and lime and the effect of curing period and the results are obtained from this test.