• 한국도로학회논문집
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• 제14권5호
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• pp.57-65
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• 2012

PURPOSES: It is important to consider the long-term performance of concrete pavement, because concrete pavement is more exposed to the various environmental conditions than any other concrete structures. One of the several methods to evaluate the long-term performance of concrete during winter is KS F 2456. Relative dynamic modulus of elasticity shows the resistance to freezing and thawing. METHODS: To measure relative dynamic modulus of elasticity, ultra sonic is generally used. But in this study, to measure the relative dynamic modulus of elasticity, both ultra sonic and shear wave were used and then compared each other. RESULTS: The results from the measurement by ultrasonic wave and shear wave were divided into three types. Type 1 : Specimens are good and relative dynamic modulus of elasticity did not decrease until 300 cycle. Type 2 : The relative dynamic modulus of elasticity decreased from the late cycle.(about 150 cycle later) Type 3 : The relative dynamic modulus of elasticity consistently decreased from the beginning. As a result of ANOVA, there is no difference according to measuring method, in type 2 and 3. But there is a difference according to measuring method, in type 1's relative dynamic modulus of elasticity. CONCLUSIONS: It is proved that shear wave can be used to understand the damage tendency of relative freezing and thawing and to measure the relative dynamic modulus of elasticity.

• 한국잠사곤충학회지
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• 제34권1호
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• pp.1-7
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• 1992

생식소동결로 누에 유전자원을 장기보존하기 위하여 생식소의 생식방법, 최적 동결속도 및 동해방지제, 동결매액의 과냉거점과 빙점, 생식소 동결시기 등, 생식소의 동결보존에 필요한 기초자료를 검토하여 다음의 결과를 얻었다. 1. 생식소 피다식 누에의 마취에 적합한 방법은 에칠에텔, 냉수침지, 저온접촉, 탄산가스 접촉 중 냉수에 10분간 침지처리하는 것이었다. 2. 누에난소를 동결함에 있어 그리세롤과 DMSO는 우수한 동결방지 효과를 보였으나 솔비톨은 부적합하였다. 3. 9-15%의 그리세롤을 첨가한 동결매액의 과냉거점과 빙점을 조사하여 잠열발생량을 2.0-4.5$^{\circ}C$로 억제할 수 있는 동결속도를 확인하였다. 4. 5령보다 4령누에에 난소를 이식하는 것이 난소생존 및 완성난형성 면에서 1.3-1.4배 유리하였다. 5. 동결난소를 이식받은 암나방을 수나방과 교미시켜 수정란을 얻었으며, 유전형질검정으로 이 수정난에서 발생한 차세대 누에가 동결난소에서 유래한 것임을 확인하였다. 6. 4령 또는 5령기에 동겨정소를 이식한 수나방과 교미한 정상 암나방 중 수정난을 산란한 것은 없었다.

• 한국지반공학회논문집
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• 제28권5호
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• pp.85-94
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• 2012

최근 동결지반의 다양한 문제들에 대한 관심이 증대하면서 동결의 영향을 받는 지반의 거동특성에 관한 이론정립 및 체계적인 연구의 필요성이 제기되고 있다. 기존의 정립된 토질역학 이론과는 달리 동결지반에서 온도의 영향과 간극수의 동결에 의한 상변화는 간극수의 이동, 지반팽창, 작용토압의 급격한 증가 등 여러가지 문제들을 야기한다. 본 논문에서는 비동결-동결 전이 상태에서 연속성을 갖는 새로운 응력변수를 도입하여, 동결 작용을 받는 다공질 재료에 대한 THM 역학적 탄소성 구성모델을 유도하였다. 개발된 구성모델을 1차원 팽창압, 동결토의 삼축압축 강도 그리고 일방향 동결실험에 적용하여 해의 안정성과 구성모델의 적용성에 대하여 논의하였다. 수치해석 결과는 동결토의 복잡한 THM현상들을 효과적으로 묘사할 수 있었으며, 동결의 영향하에 있는 지반구조물의 해석과 설계 및 시공될 구조물의 장기거동예측에 활용될 수 있을 것이다.

• 한국지반신소재학회논문집
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• 제12권3호
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• pp.23-29
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• 2013

동결토는 물과 얼음의 상변화에 따라 일반적인 흙과는 다른 거동을 보이며, 동결토의 강도는 온도, 함수비, 시간, 토질 특성 등 다양한 인자에 의해 영향을 받는다. 특히 지반이 동결되는 경우, 얼음과 흙 입자의 결합력에 의해 높은 강도 특성을 보이며, 이때의 전단강도는 흙의 구조적 결합에 영향을 미치는 얼음과 세립분의 함량에 따라 달라지며, 이로 인해 점착력이 동결토의 전단강도에 미치는 영향은 증가한다. 본 논문에서는 동결조건에서 직접전단시험과 일축압축강도시험을 실시하여 온도에 따른 흙의 강도 특성을 확인하였으며, 점착력과 일축압축강도와의 상관관계를 확인하였다.

• 한국축산식품학회지
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• 제44권1호
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• pp.74-86
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• 2024

Eggs that have been hard-boiled are frequently used as ready-to-eat food. Refrigerated and frozen storage of hard-boiled eggs causes issues, such as customer rejection owing to textural changes. The objective of this research is to ascertain how storage temperature affects hard-boiled eggs' alteration in texture over time. Medium-sized brown shell eggs were acquired from a local market, boiled at 100℃ for 15 min, and then stored at room temperature (25℃), refrigeration (4℃), and freezing (-18℃) conditions for 0, 12, 24, and 48 h. Fourier transform infrared spectroscopy (FTIR), texture profile, visual observation using a gemological microscope, free amino acid content, and color were measured. Freezing had a substantial impact on the eggs' hardness, gumminess, chewiness, and cohesiveness (p<0.05). The FTIR spectrums confirmed the textural changes in bonds of amide A (3,271 cm^-1), amide I (1,626.2 cm^-1), amide II (1,539.0 cm^-1), C=O stretch of COO^- (1,397 cm^-1), asymmetric PO₂^- stretch (1,240 cm^-1). Microscopic images confirmed structural changes in eggs stored at -18℃. The free amino acid content was lower in fresh and frozen eggs than in the rest (p<0.05). However, there was no discernible variation in the egg white's color when eggs were kept at 4℃ (p>0.05). Salmonella spp. was found exclusively in eggs kept at room temperature. In conclusion, hard-boiled eggs did not exhibit structural or chemical changes when stored at 4℃ for up to 48 h compared to freezing and room temperature conditions.

• 태양에너지
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• 제20권3호
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• pp.11-19
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• 2000

In this study, the basic data which were required for development of LHSS(latent heat storage system) were experimentally obtained. Experiments were carried out under the following conditions. The initial temperatures of P.C.M. which were used by parameter is $5^{\circ}C,\;9^{\circ}C$ and $14^{\circ}C$. The conditions of working fluid are $-6^{\circ}C,\;-4^{\circ}C$, and $65{\ell}$/min.. The pure water of which the freezing point is $0^{\circ}C$ was filled in the system, and the Ethylene glycol(brine) was circulated through the 10 vertical tubes as a secondary fluid in order to cool the P.C.M. down. The inlet temperature of the secondary fluid and the initial temperature of the water were varied to investigate the effects of the important design parameters. The phenomenons of temperature conversion of P.C.M. were appeared for the conductive heat transfer and free convective heat transfer by buoyancy force in this storage unit system. In order to find the effective water circulation path, we obtained P.CM. temperature distributions of 5 parts in the storage tank during freezing process.

• 한국건축시공학회지
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• 제3권4호
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• pp.87-94
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• 2003

This study is to investigate the temperature hysteresis and development of compressive strength due to the curing conditions and to evaluate the optimum curing condition of test specimens showing the same development of strength to that of real structures in cold weather. The results of temperature curve with curing conditions in mock-up tests showed the trend of decrease plain concrete with insulation form, plain concrete with heating, concrete with accelerator for freeze protection, and control concrete in turn. The strength development of plain concrete of inside and outside of shelter showed the very slow strength gains due to early freezing, but that of concrete with accelerator for freeze protection showed the gradual increase of strength with time. From this, it is clear that accelerator for freeze protection has the effects of refusing the freezing temperature and accelerating the hardening under low temperature. Strength test results of small specimens embedded in members and located in insulation boxes at the site are similar to that of cores drilled from the members at the same ages, thus it is clear that these curing methods are effective for evaluating in-place concrete strength

• Archives of Pharmacal Research
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• 제25권4호
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• pp.546-549
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• 2002

The impact of storage conditions on the permeability of porcine buccal mucosa to [$^3H$]water and [$^{14}C$]mannitol was assessed. The fresh pocine buccal tissue (fresh tissue) was obtained by utilizing pig heads within 24 hours of slaughter. The stored and frozen porcine buccal tissues (stored tissue and frozen tissue) were obtained after the storage of the tissue intact in the pig heads at $4^{\circ}C$ or -$20^{\circ}C$, respectively, for 24 h. The results demonstrated that the barrier properties of the porcine buccal mucosa were maintained with regard to [$^3H$]water permeability when stored at $4^{\circ}C$ for 24 h. However, freezing the tissue resulted in tissue damage illustrated by a significant increase in [$^3$H]water permeability. [$^{14}C$]Mannitol does not appear to be a suitable model solute to assess the ex vivo permeability of porcine buccal mucosa due to its extremely low permeability.

• 한국수정란이식학회지
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• 제23권3호
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• pp.161-166
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• 2008

The techniques for the collection, cooling and freezing of semen and artificial insemination of horses are not fully understood in Korea. We investigated the percentages of total motile (TM) and progressively motile (PM) sperms after the collection, cooling and freezing of stallion semen. The average volume of semen was 167 ml in Thoroughbred and 68 ml in Arab. The average numbers of spermatozoa in Thoroughbred and Arab were $104\times10^6/ml$ and $86\times10^6/ml$ respectively. The average percentages of TM and PM were 82.3% and 88.6% in Thoroughbred, and 61.4% and 82.6% in Arab, respectively. The average percentage of TM at 4 hr after cooling at $5^{\circ}C$ was significantly lower than that at 0 hr ($30.0\pm4.1%\;vs.\;78.0\pm2.5%,\;p<0.05$), but the percentage of PM was similar between 66.5 and 73.2% at 0, 1, and 4hr. The average percentage of frozen-thawed Thoroughbred semen frozen in MFR5 extender was 56.2%, which was significantly higher than that of the semen frozen in LE extender (average 32.9%, p<0.05). The percentage of TM in Arab was similar for semen frozen in MFR5 extender and LE extender (18.2% and 21.2%, respectively), but the percentage of PM was significantly higher in sperm frozen in MFR5 extender than in sperm frozen in LE extender (69.0% vs. 36.4%, p<0.05). Four mares were artificially inseminated by Thoroughbred frozen-thawed semen and one of them fertilized at 11 day after artificial insemination. In this study, the collection, cooling and freezing of equine semen were possible under domestic conditions.

• 한국재난관리표준학회지
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• 제3권1호
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• pp.43-50
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• 2010

도로에서 발생하는 사고 중 도로결빙에 의한 미끄러짐 사고비율이 높으며, 특히 상습 결빙 지역인 교량과 터널 입출부에서 발생 빈도가 높게 나타난다. 이렇게 부분적으로 발생되는 결빙 현상을 방지하여 도로운영의 안정성을 높이고자 한다. 지열 융설의 기초 연구를 통해 일반 도로포장 재료인 콘크리트, 아스팔트 두 종류의 재료에 대한 융설시 열전도 양상을 파악하고자 한다. 지열융설 시스템 적용시 포장체 하부 열교환 파이프 매설에 따른 열전도도 연구가 필요하다. 도로 포장과 동일 재질의 시험체를 제작하여 냉동고에서 저온상태의 모형시험을 수행 하였고, 모형시험과 동일 조건의 수치해석을 통해 보다 다양한 융설에 대한 변수를 파악하였다.