• 한국지하수토양환경학회지:지하수토양환경
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• 제17권1호
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• pp.47-54
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• 2012

When quicklime is added into soil for various purposes, abrupt changes in soil chemistry may affect essential ecological functions played by indigenous bacterial communities in soil. The magnitude of influence was estimated by observing changes in abundance and diversity of soil bacteria after quicklime treatment. When several soil samples were treated up to 20% (w/w) quicklime, plate count of viable cells ranged $10^2{\sim}10^3$ CFU $g^{-1}$, showing a reduction of more than $10^4$ times from viable counts of the untreated sample. Diversity of the bacterial isolates that survived after quicklime treatment was analyzed by conducting $GTG_5$ rep-PCR fingerprinting. There were only two types of fingerprints common to both 5% and 20% quicklime samples, implying that bacteria surviving at different strength of quicklime treatment differed depending on their tolerance to quicklime-treated condition. Isolates surviving the quicklime treatments were further characterized by Gram staining and endospore staining. All isolates were found to be Gram positive bacteria, and 85.4% of them displayed endospores state. In conclusion, most bacteria surviving quicklime treatment appear to be endospores. This finding suggests that most of ecological functions of bacteria in soil are lost with quicklime treatment.

• Environmental Engineering Research
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• 제10권3호
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• pp.112-121
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• 2005

The effectiveness of quicklime-based stabilization/solidification (S/S) in immobilizing lead (Pb) was assessed by performing semi-dynamic leaching tests (ANS16.1). In order to simulate landfill leaching conditions, the ANS 16.1 test was modified by using 0.014 N acetic acid (pH = 3.25) instead of distilled water. Artificial soil samples as well as field soil samples contaminated with Pb were tested. The effectiveness of quicklime treatment was evaluated by determining diffusion coefficients ($D_e$) and leachability indices (LX). A model developed by de Groot and van der Sloat was used to elucidate the controlling Pb leaching mechanisms. Overall, upon quicklime treatment Pb leachability was significantly reduced in a]l of the samples tested. The mean LX values were higher than 9 for an artificial soil sample containing 30% kaolinite treated with 10% quicklime and for a field soil sample treated with 10% quicklime, which suggests that S/S treated soils can be considered acceptable for "controlled utilization". Moreover, quicklime treatment was more effective in artificially contaminated soil with high kaolinite content (30%), indicating the amount of clay plays an important role in the success of the treatment. The controlling Pb leaching mechanism was found to be diffusion, in all quicklime treated samples.

• 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.

• 한국농공학회지
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• 제12권1호
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• pp.1883-1886
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• 1970

This study was made to obtain the optium compaction of quicklime mixed with soil and to find out the relation of the quicklime mix ratio, dry density and strength by changing the compaction rounds. The obtained results are as follows. 1. The maximun dry density of unmixed soil in not distinguishable, while that of mixed soil is distinguishable. 2. What the increase of quicklime mix ratio, the dry density and strength increase and the optimum quicklime mix ratio could be obtained. 3. With the increase of compaction rounds, the dry density and strength increase, while they decrease in a certain limit and maximum dry density and strength could be obtained.

• 한국지반환경공학회 논문집
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• 제8권4호
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• pp.13-17
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• 2007

연약점토층의 개량은 국토의 효율적인 이용을 위하여 중요하며, 효과적인 공법과 재료의 개발을 위한 필요성은 증가되고 있다. 지반을 개량하기 위하여 주입되는 재료인 생석회는 연약한 점토층의 개량을 위한 유용한 방법으로 이용이 가능하다. 실험적 연구에 통하여 다음과 같은 결론을 얻었다. 생석회를 사용했을 때 실질적인 강도의 증가를 주입 초기단계부터 얻을 수 있었다. 실험결과 전반적으로 생석회에 의한 연약 점토지반의 개량 효과가 석회석이나 모래를 주입한 경우 보다 더 우수한 것으로 나타났으며, 석회석 매장량이 풍부한 우리나라에서는 활용 가능성이 매우 높다고 할 수 있다.

• Environmental Engineering Research
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• 제10권6호
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• pp.294-305
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• 2005

The effectiveness of fly ash-, quicklime-, and quicklime-fly ash-based stabilization/solidification(S/S) in chromium(Cr) contaminated soils was investigated using modified semi-dynamic leaching tests. Artificial soil samples composed of kaolinite or montmorillonite contaminated with chromium nitrate(4000 mg $Cr^{3+}\;kg^{-1}$ of solid) were prepared and then subjected to S/S treatment using quicklime, fly ash, or quick lime-fly ash. The effectiveness of the treatment was evaluated by assessing the cumulative fraction of leached $Cr^{3+}$ as well as, by computing the effective diffusivity ($D_e$) and the leachability index (LX) of the treated samples. The reduction in $Cr^{3+}$ release for the untreated samples was more pronounced in the presence of montmorillonite, which was attributed to sorption. Treatment with quicklime, fly ash, or quick lime-fly ash was significantly effective in reducing $Cr^{3+}$ release most probably due to the formation of pozzolanic reaction products and $Cr(OH)_3$ precipitation. The most effective treatment was observed in montmorillonite-sand soil samples treated with quicklime-fly ash (99.8% removal). The mean $D_e$ decreased significantly and the mean LX was greater than 9 for all treated samples, indicating that the treated soils were acceptable for "controlled utilization". The mechanism controlling $Cr^{3+}$ leaching from all treated samples during the first 5 days appeared to be diffusion.

• 한국환경과학회지
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• 제10권5호
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• pp.365-371
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• 2001

The optimum dosage of quicklime in producing organic fertilizer using livestock wastes vith a greater than 80% water content was analysed. After one day had elapsed to allow for the organic fentilizer to dry, the quicklime dosage and the composition of the organic fertilizer were analysed. Any from done to the organic fertilizer was also assessed. The amount of the quicklime required to stabilize livestock wastes was determined by water content of livestock wastes. For J farm(slurry style) of which livestock wastes have 94.6% of water concentration, less than 3% of total amount of livestock wastes, for H farm (scraper style) of which livestock wastes have 85% of water concentration, less then 4% of total livestock wastes and Y farm(traditional style) of which livestock wastes have 80% of water concentration, less then 5% of total livestock wastes. Generally, in order to pack the organic fertilizer, water containing quicklime0stabilized livestock wastes should be less than 35%. It takes 9 days to keep this water content for the wastes from H and Y farms(less than 85% in water content), and 12 days for the wastes from J (94.6% in water content). According to the classification standard for compost constitution by Higgins, the crude fertilizers from all 3 farms had high grade $K_2O$ and CaO, the middle grade T-N and middle or low grade $P_2O_5$. Stabilization by quicklime is known to inhibit bacterial decomposition of organic matter and the activity of pathogenic organisms. In this study, more then 99.99% of coliform group, fecal group and viable cell count were reduced. Our results indicate that livestock wastes of greater 80% water content could be used to produce organic fertilizer without the addition of a material for moisture control.

• 한국디지털건축인테리어학회논문집
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• 제11권4호
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• pp.21-27
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• 2011

These materials in architecturally glass or metal have weaknesses such as inadequate insulating quality, combustibility and toxic gases in fires substance. However, Autoclaved Lightweight Concrete(ALC) has excellent thermal insulation properties and seem to possess the superb insulating quality as substitute of existing exterior materials. This research is to compare experimentally to the kind of the strength properties of ALC materials which mixed with blast furnace slag pounder and silica fume. For the purpose of increasing the strength, the plastic states of ALC evaluate the physical characteristics as microstructure and strength according to various specific gravity. According to the quicklime quantity the compressive strength is proportionate depend on the absolute dried specific gravity. When not putting in 10% quicklime, the compressive strength appeared most lowly with 14.0MPa. When putting in the quicklime, the strength appeared higher with 15.1MPa. And strength of specimen containing 2.25% silica fume is 15.6MPa increased 10.3% than reference specimen 14.0MPa.

• 한국화재조사학회지
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• 제11권1호
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• pp.139-144
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• 2007

토질 개량용 및 축사 소독용으로 쓰이는 생석회에 의한 화재가 농촌지역의 축사 및 간이 창고에서 장마철에 발생하고 있다. 따라서, 본 연구에서는 생석회의 발열반응으로 인한 자연발화 과정에 대하여 재현실험을 통하여 확인하였다. 실험결과, 축열이 충분한 상황에서는 발열반응에 의하여 발생한 열이 축적되어 발화하는 것을 확인했다.

• 한국광물학회지
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• 제21권2호
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• pp.209-224
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• 2008

풍촌층에서 산출되는 다양한 유형의 고품위 석회석을 대상으로 하여 이들의 하소 특성을 규제하는 원광의 응용광물학적 영향 요인들을 파악하고자 하였다. 이를 위해서 원광의 특징과 동일한 소성 조건 하에서 제조된 생석회의 응용광물학적 특성을 체계적으로 분석 및 계측하였고 그 결과를 원광의 광물 특성과 연계하여 비교 검토하였다. 석회석의 가열처리 단계에서 생석회로의 전이 과정은 입자의 경계부나 방해석 결정 내의 벽개 및 쌍정면 등과 같은 물성적 취약대에서 선택적으로 진행되며, 이 과정에서 원암의 모든 조직적 사항이 그대로 잔존된다. 또한 소성 시간이 길어짐에 따라 생석회 결정들의 결정 입도와 결정형의 발달이 심화되는 경향을 보인다. 풍촌층 고품위 석회석의 소성 특성에 영향을 주는 주된 규제 요인으로서 결정 입도, 벽개 및 쌍정의 발달 정도 및 조직적 사항이 중요한 역할을 하는 것으로 밝혀졌다. 특히 원암의 낮은 결정 입도와 치밀한 입간 조직 양상은 모든 소성특성에 있어서 유리한 것으로 판단된다. 그러나 벽개 및 쌍정면의 발달은 가열 과정 중 균열대를 형성시키기 때문에 생석회 공정에 있어서 부정적인 역할을 하는 것으로 평가된다. 따라서 생석회 용도로 사용되는 석회석으로는 가급적 낮은 결정 입도와 대리암의 조직을 보이는 광석이 상대적으로 유리할 것으로 여겨진다.