• 한국가금학회지
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• 제47권4호
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• pp.211-217
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• 2020

본 연구는 닭진드기 방제 물질로서 소석회와 소석회·식물추출물 혼합물의 감수성과 시간 경과에 따른 지속성을 평가하기 위해 수행되었다. 친환경 방제 물질은 식물추출물 3종(정향, 계피, 사포닌)을 1:1:1 비율로 혼합하여 제조된 것이다. <시험 1>은 방제 물질에 대한 감수성 평가로서, 소석회 10%와 20% 수용액, 1% 친환경 방제 물질을 각각의 처리구로 하였다. <시험 2>는 친환경 방제 물질의 지속성 평가로서, 20% 소석회 수용액과 1% 친환경 방제 물질을 단독 혹은 혼합하여 각각의 처리구로 하였으며, 처치 후 시간 경과(0, 10, 30, 60분)에 따른 닭진드기 구충 효과를 조사하였다. 10%와 20% 소석회 수용액을 처리하였을 때 닭진드기 구충 효과는 각각 73.2%와 85.1%로 나타났다. 20% 소석회수용액을 처리한 경우, 구충 효율은 30분이 경과되었을 때 50.7%, 60분 경과시에는 12.7%까지 감소하였다(P<0.05). 1% 친환경 방제 물질 처리구에서는 처치 30분 후부터 닭진드기의 구충 효과가 나타나지 않았다(P<0.05). 방제 물질의 농가 적용 시, 닭진드기는 36주령에 관찰되기 시작하여 10주 만에 7,923마리로 증가하였으나, 방제 물질을 처리 후 438마리로 감소하였다. 결론적으로, 닭진드기의 방제를 위해서는 소석회와 친환경 방제 물질을 병행하여 사용하는 것이 효과적일 것으로 사료된다.

• 한국대기환경학회:학술대회논문집
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• 한국대기환경학회 1999년도 추계학술대회 논문집
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• pp.215-216
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• 1999

연소시설, 소각시설 등에서 배출되는 아황산가스, 질소산화물, 염화수소, 불화수소 등의 산성가스를 경제적, 효율적으로 처리하는데 많은 관심의 대상이 되고 있는 건식 세정에는 석회석(CaCO$_3$, limestone), 생석회(CaO, lime), 소석회(Ca(OH)$_2$, hydrated lime) 등 calcium을 다량 함유하는 흡수제가 매우 효과적이라고 알려져 있다. 따라서 이러한 흡수제와 SO$_2$dml 화학반응에 관하여 많은 연구가 수행되어 왔으나, 대부분의 연구는 SO$_2$와 석회석이 고온에서 진행되는 화학반응에서 관한 것이다.(중략)

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1996년도 가을 학술발표회 논문집
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• pp.77-83
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• 1996

This study evaluated mechanical characteristics of polymer concrete produced using waste lime stone aggregate. Study results showed that compressive strength, flexural strength, split tensile strength and fracture toughness were very high. Therefore, it was concluded that waste lime stone could be used as aggregate in polymer concrete production through appropriate processing.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.305-312
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• 2002

To estimate the effects of lime and cement on the surplus soil, the engineering properties of the marine deposited clay and the fresh water clay were analyzed. The specimen were prepared under several curing conditions, namely, underwater curing, wet condition curing and underwater curing after heating. Unconfined compression strength were estimated after 7, 14, 28 and 60 days, respectively. The strength were steeply increased with time until first 14 days. Specially the increase of the strength of the heated soil were large.

• 한국안전학회지
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• 제4권1호
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• pp.75-81
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• 1989

The aim of this study is, by the Lime-Stabilization of decayed Organic Wastes, in preventing the reclaimed Waste from being another pollution due to reclaiming those things. 1. A perfect reaction is possible by the addition of poor Stabilization-Lime of 5 percent in a short time of 5 minute. 2. PH of the Stabilization-handled Wastes rise over 12. 3. Malodorant of Stabilized Wastes is slight because malodorant Volatilize in the course of the Stabilization or is captured in the handled subetance. 4. The second pollution scarcely brings about because a rapid decomposition is impossible on account of the coating of Alkali Substance.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.227-232
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• 1999

In this paper, a laboratory investigation was carried out to estimate the strength improvement of quicklime mixture for the effective use of surplus soils, and the shear strength with curing time was estimated at the content of lime. The effect of strength improvement has been established through the change of lime content with chlorides and sulfates from the samples taken at Samsan region, Ulsan. The test results indicated that the presence of calcium sulphate encouraged the efficiency of lime stabilization, and increased shear strength. Furthermore, it is necessary for inquiring into the relationship between the characteristics of strength and the chemical components.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 가을 학술발표회 논문집(I)
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• pp.151-156
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• 1998

Concrete structures is appeared the shrinkage after being harden of the hydration effect of cement. To overcome this disadvantage, expansive additives are used. In our country, the most popular expansive additives are hauyne(CSA) or free lime(free-CaO) systems. These expansive additives are used to expansive cement mortar or concrete materials. In this study, we analyzed the expansive property mechanism about the hydration reaction of the free lime systems and in particular we convinced size distributions of the free lime size affect the expansion ratio with expansion ratio with experiments. We carried out the experiment for the expansive properties by using the soundness molds and with various the humidity and dry setting conditions. The hydration reactions of the free lime affect the reaction properties according to the relative humidity by laboratory experiments.

• 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.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 1997년도 총회 및 춘계 학술발표회 논문집
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• pp.70-73
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• 1997

산업폐기물의 재활용은 정부가 적극적으로 권장하고 있다. 폐석회의 비중, 건조단위중량. 일축 압축강도, pH, 투수계수 등의 지반특성을 실내시험결과를 고찰함으로써 폐석회가 매립장에서 인공차수재 및 복토재로 사용 가능성을 평가한다. 폐석회를 몇가지 환경실험을 통해서 그 결과를 EPA기준과 비교하였다. 본 논문에서는 실내실험을 수행한 결과를 전술하였고, 실험결과 분석에 의하면 혼합토(폐석회/화강풍화토)가 위생매립장의 인공차수재로 가능성이 있다고 판단된다.

• Tribology and Lubricants
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• 제13권4호
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• pp.18-25
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• 1997

The various deformation and fracture behaviors under light loads in soda-lime glass under sliding Vickers indentation have been studied. In soda-lime glass, deformation and fracture behaviors can be classified into four different patterns by applied load. At very light load (<0.1N), plastic deformation only occurred. At low loads (0.1~0.8N), median crack, appear. At intermediate loads (0.8~3.0N), median and lateral cracking occurred leading to a large chipping. At high loads (3.0~6.0N), a crushed zone was observed with median crack. The friction experiment finds that the increasing in the friction coefficients coincides with the onset of crushing in soda-lime glass.