• 콘크리트학회논문집
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• 제17권3호
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• pp.455-464
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• 2005

수중불분리성 콘크리트의 적용 사례가 점차 증대되고 있는 추세임에도 불구하고 역사가 짧은 탓으로 신뢰성 등에 대한 문제점을 지적하고 있다 특히 수중불분리성 콘크리트는 동결응해에 대한 저항성이 매우 취약한 것으로 알려져 있어 일본토목학회에서는 동결융해작용을 받는 지역에서는 사용해서는 않된다고 규정하고 있다. 본 연구에서는 수중불분리성 콘크리트의 내구성을 향상시키기 위한 목적으로 광물질혼화재 3종류로 제조한 수중불분리성 콘크리트의 기초물성과 동결응해 저항성에 대한 실험을 실시하였다. 본 연구실험결과 FA20 및 SG50의 유동성 및 장기강도는 기준콘크리트 보다 양호한 경향을 보인 반면 현탁물질량은 약간 큰 값을 나타내었다. 한편 MK10의 경우, 빠른 수화반응으로 현탁물질량과 압축강도는 양호한 결과를 나타내었으나 유동성은 다소 떨어지는 문제점이 있었다. 한편, 수중불분리성 콘크리트의 동결응해 저항성은 셀룰로오스계 수중불분리성 혼화제에 의한 크고 불규칙한 갇힌공기 때문에 광물질혼화재를 혼합한 경우에도 효과가 적었으나 SG50과 MK10의 공기량 $6{\pm}0.5\%$의 경우, 동결응해 저항성이 약간 향상되는 결과를 얻었다. 그러나 고로슬래그 미분말의 분말도를 달리한 경우 분말도가 증가할수록 활성도가 높아져 동결응해 저항성이 향상되는 경향을 나타내었다.

• 한국구조물진단유지관리공학회 논문집
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• 제17권5호
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• pp.31-39
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• 2013

본 연구에서는 콘크리트 강도와 앵커의 강도 변화에 따른 앵커시스템의 성능을 평가하였다. 성능평가를 위하여 후 설치 앵커의 한 종류인 Set Anchor를 선정하였다. 동결융해 시험을 통하여 콘크리트의 강도를 감소시켰고, 부식을 통하여 앵커의 강도 감소를 고려하였다. 설치 앵커인 Set Anchor를 동결융해 된 콘크리트와 일반 앵커를 설치하고, 일반 콘크리트에 부식된 앵커를 설치하여 콘크리트 내력에 따른 인발 내력을 고찰 하였다. 각 시험체별로 앵커의 직경, 앵커의 근입 깊이를 변수로 설정하였다. 실험결과 인발 하중을 받는 경우에는 앵커의 직경 및 근입 깊이에 영향이 있는 것으로 나타났다. 인발 실험시 콘크리트 콘 파괴 및 뽑힘파괴 등 콘크리트와 앵커의 내구성에 따라 파괴모드가 다르게 발생하였다. 또한 앵커의 인발 내력을 CCD (Concrete Capacity Design)방법을 사용한 결과와 비교 평가하여 새로운 수정식을 제안하였으며, 수정식을 사용하여 일반 및 동결융해 콘크리트에 설치된 앵커의 인발 내력을 예측 할 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.973-978
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• 2001

In clod weather regions, a strong seasonal wind brings sea salts to the land. In addition to it, recently, the spreading amount of de-icing salts has increased numerously for the purpose of removing snow and ice. Thus the salts environment around concrete structures becomes so severe that various damages of concrete due to applied salts will be brought up. It is briskly carried out study on effects of do-icing salts on concrete in America, Japan, European countries. However, there are not test method for the deterioration of concrete subjected to both freezing-thawing and chloride attack in Korea. In this study, we conduct on test for the compound deterioration subjected to both freezing-thawing and chloride attack, in order to investigate effects of de-icing salts on the deterioration of concrete.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1549-1554
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• 2008

In this paper, The evaluation of durability of the PC Panel lining for tunnel structure was examined through the rapid test by carbonation and freezing and thawing. Also for the purpose of improvement of durability. Namely, the durable characteristics of PC Panel lining by carbonation and freezing and thawing, was evaluated by rapid test and long-term field exposure test and main influence factors were derived. As a result of test, Correlation of accelerating test in deterioration chamber and long-term field exposure test, it will be expected that the proposed correlation well to the prediction of life expectancy of structure and is contributed greatly in the future.

• 한국도로학회:학술대회논문집
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• 한국도로학회 2010년 춘계학술대회 논문집
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• pp.255-260
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• 2010

• 한국가축번식학회지
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• 제15권2호
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• pp.133-139
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• 1991

This stduy was carried out in order to investigate the effects of concentration and equilibration time of cryoprotective agents on survival rate of slow and ultrarapidly frozen in vitro fertilized bovine embryos. In vitro fertilized bovine embryos, following dehydration by cryoprotective agents and sucrose, were slowly freezed(from 2$0^{\circ}C$ to -7$^{\circ}C$/-1$^{\circ}C$/min., from -7$^{\circ}C$ -35$^{\circ}C$/-0.2$^{\circ}C$/min. from -35$^{\circ}C$ to -38$^{\circ}C$/-0.3$^{\circ}C$/min.) by cell freezer and directly plunged into liquid nitrogen and thawed in 38$^{\circ}C$ water. Survival rate was defined by development rate to the morula and blastocyst stage after in vitro cultured and FDA test. The results are summarized as follows : 1. The survival rates of in vitro fertilized bovine embryos after slow frozen-thawing in the freezing medium of 0.25M sucrose added 2.5M glycerol, 3.0M DMSO, 2.0M propanediol and 2.5M glycerol＋2.0M propanediol were 84.3%, 85.9%, 77.8%, 74.3%, respectively. 2. The survival rates of in vitro fertilized bovine embryos after slow frozen-thawing in the freezing of 0.50M sucrose added 2.5M glycerol, 3.0M DMSO, 2.0M propanediol and 2.5M glycerol＋2.0M propanediol were 83.8%, 85.1%, 71.4%, 74.6%, respectively. 3. The survival rates of in vitro fertilized bovine embryos after ultrarapid frozen-thawing in the freezing of 0.25M sucrose added 2.5M glycerol, 3.0M DMSO, 2.0M propanediol and 2.5M glycerol＋3.0M propanediol were 69.3%, 70.8%, 63.2%, 67.1%, respectively. 4. The survival rates of in vitro fertilized bovine embryos after ultrarapid frozen-thawing in the freezing of 0.25M sucrose added 2.5M glycerol, 3.0M DMSO, 2.0M propanediol and 2.5M glycerol＋2.0M propanediol were 69.4%, 70.1%, 62.3%, 63.5%, respectively. 5. The survival rates of in vitro fertilized bovine embryos after slow and ultrarapid fromthawing in the freezing medium of sucrose added cryoprotective agents were not significant difference between 5min. and 10min. of equilibration time.

• 한국도로학회논문집
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• 제15권3호
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• pp.53-63
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• 2013

PURPOSES : This study is to evaluate moisture susceptibility of asphalt mixtures by using non-destructive impact wave and to determine durability so as to decrease the gap between before and after freezing in the future. METHODS : Using non-destructive impact wave, this study is to determine the dynamic modulus of asphalt specimen. Furthermore, the results obtained from two experiment accelerometers are used for the dynamic modulus determination. The dynamic moduli of specimens are compared with those of the freezing-thawing specimens. RESULTS : Test results showed that the dynamic modulus before freezing and thawing environment loads at each temperature dropped about 3.7% after the environmental loads. Furthermore, correlation analysis indicates that transition of dynamic modulus at each point is about 89.59%. CONCLUSIONS: Evaluation of asphalt mixtures using non-destructive impact wave has excellent repeatability and simple equipment for the test. Consequently, the method in the study will be useful for evaluating the characteristics of a various asphalt mixtures.

• 한국수정란이식학회지
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• 제7권1호
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• pp.13-19
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• 1992

This study were carried out to investigate the effective concentration of cryoprotective agents and sucrose by one-step straw method, and to determine the optimum thawing temperature and equilibration time of frozen porcine embryos. The porcine embryos foflowing dehydration by cryoprotective agents and a various concentration of sucrose were directly plunged into liquid nitrogen and thawed in 3$0^{\circ}C$ water. Survival rate was defined by FDA test. The results are sunnnarized as follows : 1. The survival rates of porcine embryos after ultrarapid frozen4hawing in the freezing medium with a various concentration of glycerol, DMSO and propanediol added 0.25M sucrose were higher survival rate than those of sucrose concentration of 0.50M. 2. The survival rates of porcine embryos after ultrarapid ftozen4hawing in the freezing medium added 0.25M and 0.SOM sucrose were higher survival rate than those of sucrose concentration of 0.75M and 1.00M. 3. The temperature thawed at 2$0^{\circ}C$ and 3$0^{\circ}C$ resulted in a significantly higher embryos survival rate after 72 hrs in culture than did at 35$^{\circ}C$. 4. The equilibration time on the survival rate of porcine embryos was attained after short period of time(2.5~5 min.) in the freezing medium higher than long period of time(10~20 min.).

• 한국도로학회논문집
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• 제7권2호
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• pp.87-95
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• 2005

동절기에 대기온도가 영하로 내려감에 따라 포장하부층의 동결 및 응해가 반복되어 포장체의 구조적 성능이 저하된다. 이를 방지하기 위하여 동상에 대한 많은 연구가 수행되었으며, 그 결과, 우리나라 전역의 동결지수선도가 작성되어 동상방지층 설계 등의 도로건설에 이용되고 있다. 하지만, 포장층의 두께와 재료, 그리고 지형에 따른 동결심도의 변화에 대한 조사가 체계적으로 이루어지지 않아 현행 동상방지층 설계의 유효성에 대한 평가가 시급한 실정이다. 본 논문에서는 한국도로공사 시험도로에서 측정되는 대기온도 자료와 콘크리트 및 아스팔트 포장의 깊이별 온도 및 함수량 자료를 이용하여, 시험도로의 동결지수 및 동결가능 깊이를 조사하였다. 또한, 조사된 결과를 기존의 동결심도 추정식에 의한 결과와 비교하였다. 본 연구는 시험도로에서 측정된 동결 관련자료에 대한 초기연구로서 , 장기적인 자료의 축적과 분석을 통하여 보다 신뢰성 있는 결과가 도출될 수 있을 것으로 판단된다.

• 한국철도학회논문집
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• 제8권1호
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• pp.57-62
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• 2005

The frost heaving pressure can be a problem for weakening of the railway roadbed material. This study was initiated to investigate the soils frost heaving pressure and physical characteristics(Liquid limit, permeability, SEM analysis) resulting from freezing and freezing-thawing cycle process. Therefore, upon freezing a saturated soil in a closed-system from the top, a considerable pressure was developed. Weathered granite soils, sandy soil were used in the laboratory freezing test which sometimes subjected to thermal gradients under closed-systems. The frost heaving pressure arising within the soil samples and the temperature of the samples inside were monitored with elapsed time. The degree of saturation versus heaving pressure curve is also presented for weathered granite soil and the maximum pressure is closely related to this curve. Based on the laboratory test results, fine-grained soils with strong attractive forces between soil grains md water molecules, and additional water is attracted into the pores leading to further volume changes and ice segregation.