• 한국농공학회지
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• 제34권4호
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• pp.69-79
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• 1992

To estimate soil behavior and structural characteristics under the conditions of cyclic loading, freezing & thawing and initial state, several testing was performed and obtained following results. 1.After repeated freezing and thawing processes, original soil structure was destroyed and changed to globular structure from honeycomb or tube in its structure types. Also above processes resulted increasing the soil compression strain while decreasing the failure stress in stress-strain relationship and reached the soil structure into the mode of brittle fracture. Under cyclic loading conditions, soil cluster which was originally dispersed structure colloided with each other, seperated, and finally the soil failed due to the effect of overcompaction. 2.Through the stabilization processes seperated by four steps, the structure of soil skeleton was changed to quite different globular type. The degree of compressibility of soil was decreased in the normally consolidated zone, while the strength against external load increased due to soil particle stabilization. 3.Soil stress-strain chracteristics were largely influenced by repeated up and down processes of temperature. The maximum deformation was obtained in the case of temperature between 0 10˚C by the reseon of particle cluster reformation. 4.Soil compressibility was largely influenced by the optimum moisture content. Under freezing process, swelling could be found and its magnitude was proportional to the density of soil. 5.Density of soil was decreased as increasing the number or repeated freezing and thawing processes and the largest decreasing rate was found at the first turning point from freezing to thawing cycle.

• 한국가축번식학회지
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• 제16권2호
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• pp.125-131
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• 1992

This study was carried out to investigate the effects of concentration and equilibration time of cryoprotective agents on the survival rate of slowly and ultrarapidly frozen porcine embryos. The porcine embryos following dehydration by cryoprotective agents and a various concentration of sucrose were directly plunged into liquid nitrogen and thawed in 38$^{\circ}C$ water bath. Survival rate was defined as development rat to the morula and blastocyst stage after in vitro culture or by FDA test. The results are summarized as follows : 1. The survival rates of porcine embryos after ultrarapid frozen-thawing in the freezing medium of 0.25M sucrose added 2.0, 2.5, 3.0, 3.5, or 4.0M glycerol was 65.3, 61.8, 64.3, 59.4 or 39.4%, respectively. Addition of 0.25M sucrose into the freezing medium containing 2.0M glycerol showed higher survival rate than those of 2.5~4.0M glycerol. 2. The survival rates of porcine embryos after ultraradpid frozen-thawing in the freezing medium of 0.25M sucroese added 2.0, 2.5, 3.0, 3.5 or 4.0M DMSO was 65.6, 67.6, 68.6, 60.6 or 23.6%, respectively. However, addition of 0.25M sucrose into the freezing medium containing 3.0M DMSO showed higher survival rate than those of 2.0, 2.5, 3.5 or 4.0M DMSO. 3. The survival rates of porcine embryos after ultrapid frozen-thawing in the freezing medium of 0.25M sucrose added 2.0, 2.5, 3.0, 3.5 or 4.0M propanediol was 63.2, 60.3, 62.1, 52.3 or 24.3%, respectively. Addition of 0.25M sucroese into the freezing medium containing 2.0M propanediol showed higher survival rate than those of 2.5~4.0M glycerol. 4. The survival rates of porcine embryos after ultrarapid frozen-thawing the freezing medium of 2.0M glycerol added 0.10, 0.25, 0.50 or 0.75M sucrose was 61.8, 70.8, 67.6 or 52.2%, respectively. Addition of 2.0M glycerol into the freezing medium containing 0.25M sucreose showed higher survival rate than that those of 0.10, 0.50 or 0.75M sucrose. 5. The higher suvival rate of porcine embryos were attained at short period of equilibration time 92.5~5min.) in the freezing medium added 0.25M sucreose and 3.0M compared to those of 10 or 20min. equilibration time in the same condition.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2003년도 학술.기술논문 발표회
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• pp.63-67
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• 2003

There are many factors that generate the early deterioration of the concrete structure. As the one of the representative factors, we can think an invasion of the water, air and so on. The water and air invade in inside void along the capillarity and they become the cause that the durability like corrosion of layer department due to freezing and thawing, inside steel frame corrosion, and so on blacks. Therefore with covering permeability covering waterproofing material of fluid condition in outer wall, intercepting the deterioration factor due to the infiltration of water from outside and for salt damage of concrete layer department, freezing damage and neutralization, it needs, to improve durability of structure. This study separately examined physical and chemical specific of quality liguid siliceous of waterproofing material. Therefore as this applys the construction site, it improves the durability of concrete structure. Further this presents the application plan from the construction market against the new material.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2003년도 학술.기술논문발표회
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• pp.63-67
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• 2003

There are many factors that generate the early deterioration of the concrete structure. As the one of the representative factors, we can think an invasion of the water, air and so on. The water and air invade in inside void along the capillarity and they become the cause that the durability like corrosion of layer department due to freezing and thawing, inside steel frame corrosion, and so on blacks. Therefore with covering permeability covering waterproofing material of fluid condition in outer wall, intercepting the deterioration factor due to the infiltration of water from outside and for salt damage of concrete layer department, freezing damage and neutralization, it needs to improve durability of structure. This study separately examined physical and chemical specific of quality liquid siliceous of waterproofing material. Therefore as this applys the construction site, it improves the durability of concrete structure. Further this presents the application plan from the construction market against the new material.

• 한국수산과학회지
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• 제15권2호
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• pp.111-116
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• 1982

말쥐치를 보다 효과적으로 이용하기 위한 하나의 방법으로서 말쥐치 동건품의 가공사건 및 저장중의품질변화를 실험하였다. 동결온도 $-10^{\circ}C$이고 송풍해동조건이 온도 $56\pm2^{\circ}C$, 풍속 1 m/sec 일 때 동결시간 10시간, 해동시간2시각, 동결 및 해동포수는 5소파 가장 적합하였다. 이 때 제품의 수분사양은 $23.6\%$, 수율은 $10.2\%$였다. 상온에서 함기포장하여 저장한 결과 90일까지는 품질에 큰 변화 없이 저장 가능했다. Omission test결과 제품의 맛에는 유리아미노산과 5'-mononucleotide가 주된 구실을 한다는 것을 알 수 있었다. 또한 말쥐치 동건품과 시판 동건명태는 관능 검사결과 맛, 냄새, 텍스튜어 등이 거의 비슷하였다.

• 한국지반환경공학회 논문집
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• 제17권5호
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• pp.37-46
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• 2016

해성 점토를 이용한 경량기포혼합토의 동결융해 및 수침조건에 따른 환경적 변화특성을 파악하기 위하여, 시멘트 사용량을 변화시키며 경량기포혼합토의 시료를 제작하여 동절기 저온양생, 지중양생 및 실내양생 조건에서 일축압축강도를 관찰하였다. 동결융해($-9.1^{\circ}C{\sim}17.2^{\circ}C$ 온도범위)를 받는 시료는 시멘트 사용량에 상관없이 강도발현이 안되었고 지표면 아래 30cm 깊이의 지중에서 양생한 경우 시멘트 사용량이 증가할수록 압축강도는 급격히 증가되었다. 따라서 동결융해를 받는 조건에서는 경량기포혼합토 타설 후 외기로부터 차단하는 보온층 설치가 필요하다. 장기간 수침상태를 유지한 시료는 단위중량의 증가가 매우 작게 발생하였고, 시료가 건조되어 함수비가 6%로 저하되었을 때 압축강도는 급격히 감소하는 경향이 있다. 그러나 건조를 방지하고 습윤상태를 유지할 경우 압축강도 및 단위중량의 변화는 매우 작았다. 지하수위 아래에 매설되거나 피복토를 갖는 경량기포혼합토는 장기적으로 안정적인 건설재료로 평가할 수 있다.

• 터널과지하공간
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• 제20권4호
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• pp.241-251
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• 2010

극지는 학문적인 가치뿐만 아니라 무한한 자원의 공급처로서 각광받고 있는 추세이다. 극지와 극지 암석의 암석역학적 특성을 이해하기 위하여 남극대륙의 암석을 포함하여 극지 환경 조건에서 진행된 암석의 물성 변화에 관한 연구를 살펴보았다. 남극대륙은 바람이 매우 강하고 지구상에서 가장 기온이 낮으며 건조한 지역이다. 남극 현지 암석의 심도별 온도분포를 조사한 연구에서는 지표면과 가까운 얕은 심도에서는 동결-융해 과정이 반복되는 한편, 특정 깊이 이하에서는 항상 $0^{\circ}C$ 미만의 온도 분포를 나타내는 것으로 보고 하였다. 현지 암석의 온도분포와 대기 온도를 비교해 보았을 경우 상당한 차이를 나타내었다. 남극 사면의 기후에 의한 풍화정도를 알아보기 위하여 슈미트 반발경도와 taffoni의 분포를 조사한 연구가 있다. 그리고 실내 실험을 통해 암석 시료를 동결-융해 과정을 반복하여 풍화시킨 후 쇼어경도, 일축압축강도 등을 측정한 결과 동결-융해 횟수가 증가할수록 암석의 강도가 저하됨을 보고한 사례가 있다. 향후 극지암석에 대한 보다 상세한 암석역학적 물성 시험과 풍화에 관한 실내시험결과를 현장 암석의 물성변화에 적용시키는 연구가 필요할 것으로 판단된다.

• Asian-Australasian Journal of Animal Sciences
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• 제17권9호
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• pp.1291-1295
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• 2004

Histology and transmission electron microscopy studies were carried out on buffalo muscles that were subjected to repeated freeze-thaw cycles at -10 and $-18^{\circ}C$. In the first freeze thaw cycle ($-10^{\circ}C$) structures of muscle showed slight change and closely resembled to those of normal muscle. There were frequent gaps in the half way across the fibres and some cracks in individual fibre were also noticed in second freeze thaw cycle. In the muscle frozen at $-18^{\circ}C$, more pronounced shrinkage with extensive damage of fibres with tearing was observed. The interfibrillar gaps were wider, shrinkage and tearing of the fibres were more distinct after second freeze-thaw cycle. After the second cycle, the interior portion showed large scale degradation of the ultrastructure. Our studies of buffalo muscle showed that under the proper condition, little structural damage takes place in the meat histology and ultrastructure under repeated freeze-thaw conditions. This study adds continued weight to the evidence that limited freeze-thaw cycles will not deteriorate the quality of meat.

• 동아시아식생활학회지
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• 제14권5호
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• pp.443-448
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• 2004

In order to investigate the optimal factors for frozen dough production, the freezing and thawing condition such as temperature and time, storage period and the effect of ingredient addition were determined. A pre-fermentation of dough at 30℃ for 120 minutes was appeared to be the best for the production of frozen dough. The dough was frozen at -18℃ and then stored for 7 days. The quality of frozen dough was found to be optimal when thawed at 30℃ for 80 minutes. As ingredient of frozen dough, an addition of 3% of yeast and 4% of butter was good as well as the addition of skim milk and sugar in terms of fermentation capacity after thawing.

• 콘크리트학회논문집
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• 제12권2호
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• pp.43-51
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• 2000

This study is to investigate for the frost resistance of high-flowing concrete using finely ground granulated blast-furnace slag with experimental parameters, such as type of binder, type of superplasticizer and method of curing. The resistance to freezing and thawing of high-flowing concrete by type of binder and superplasticizer is presented differently. Though the frost resistance of high-flowing concrete is satisfactory under standard condition, it is required that high-flowing concrete has entrained air like plain concrete. Because the critical spacing factor, being capacity of frost resistance, of high-flowing concrete is longer that of plain concrete, the frost resistance of high-flowing concrete, using finely ground granulated furnace blast slag, is superior to that of plain concrete.