• Journal of Embryo Transfer
• /
• v.18 no.1
• /
• pp.51-59
• /
• 2003

This study was carried out to evaluate the effect of different freezing and thawing rates on the viability, motility and acrosomal changes of frozen canine spermatozoa. The ejaculated semen was extended with Tris-egg yolk buffer containing 8% glycerol and equilibrated for 60 min after cooled to 4$^{\circ}C$ for 58 min. The straws were cryopreserved gradually by slow-cooling at different distance(6, 10 and 17 cm, respectively) from the liquid nitrogen (L$N_2$) to achieve temperature rate of 3, 8.9 and 19$^{\circ}C$ /min. Thawing of the straws was performed in a water bath fur 2 min at 37$^{\circ}C$ and 55$^{\circ}C$ , respectively. The motility of frozen-thawed spermatozoa was assessed by phase-contrast microscopy. To assess their viability and acrosome content, spermatozoa were stained with a vital stain and Fluorescence conjugated lectin Pisum Savitum Agglutinin (FITC/PAS), respectively. Concentration of the ejaculated fresh semen was normal range of 3.44 $\times$ 10$^{8}$ /ml. Freezing temperature were reduced to -110, -70 and -35$^{\circ}C$, as higher distance from liquid nitrogen, 6, 10 and 17 cm, respectively. Freezing at 3$^{\circ}C$/min in distance of 17 cm from liquid nitrogen yielded better motility, viability and rate of intact acrosome than 8.9 or 19$^{\circ}C$/min and the optimal thawing was 37$^{\circ}C$ for 2 min.

• Korean Journal of Fisheries and Aquatic Sciences
• /
• v.29 no.5
• /
• pp.578-585
• /
• 1996

Cryo-grinding process comprising hammer mill-shattering and colloid mill-grinding without refrigerant was applied to sardine, pollack and squid muscle frozen at $-20^{\circ}C,\;-40^{\circ}C\;and\;-80^{\circ}C$, respectively and its characteristics were investigated. Particle size distribution of shattered product was shown larger in the order of squid, sardine and pollack and particle size of shattered product frozen at $-80^{\circ}C$ was shown smaller than those at $-40^{\circ}C$. Image of shattered product depended on freezing temperatures and fish species, suggesting particle size distribution of rheological properties can be dependent on fish species or freezing temperature. Yield of cryo- grinded product was in the range of $52.5\~62.5\%$ and Ca content of sardine or pollack product was $6\~8$ times higher than its fillet. Emulsion capacity of cryogrinded product was not decreased during processing. Therefore, this method is thought to be applicable to fish precessing, and preparation of fish paste or powaer.

• Journal of the Korean Geotechnical Society
• /
• v.29 no.1
• /
• pp.81-92
• /
• 2013

This paper presents the results of a numerical investigation into the behavior of retaining wall subject to cycles of freezing and thawing due to seasonal temperature change. The thermo-hydro-mechanical coupled finite element modeling strategy was first established to simulate the wall behavior. A series of finite element analyses were then performed on a range of conditions representing seasonal temperature change characteristics. The results indicated that the average freezing temperature and the number of cycles of freezing and thawing were the primary influencing factors for the wall behavior. Also revealed was that the duration of freezing period does not significantly affect the wall displacement and the lateral earth pressure, and that the earth pressure on the wall does not significantly change due to the freezing and thawing action suggesting that the increase in the wall displacement during the freezing and thawing action may be attributed to degradation of backfill due to the freezing and thawing action.

• Proceedings of the Korean Society for Rock Mechanics Conference
• /
• 2004.04a
• /
• pp.101-110
• /
• 2004

지하냉동 저장고 주변의 온도분포를 예측하기 위하여 국내 최초로 건설된 상업적 규모의 지하암반 저장고인 '곤지암 지하암반 저장고'에 대한 약 5년간의 암반 온도 계측 결과와 FLAC을 이용한 2차원 및 3차원 수치해석 결과를 비교하였다. 수치해석 수행 시 지하수, 지하수의 동결잠열, 지표온도의 영향을 고려하였으며, 각각의 요소가 지하암반 온도분포에 미치는 영향을 계측자료와의 비교를 통하여 분석하였다. 각각의 경우에 대한 2차원 수치해석과 계측결과를 비교한 결과 지하수와 동결잠열을 같이 고려한 경우가 지하수의 영향만 고려한 경우에 비해 오차가 적게 나타났으며, 2차원 해석에서는 냉동기 가동 시간이 경과하면서 지표면의 영향으로 오차가 커지는 경향이 나타났다. 3차원 수치해석은 지표까지 거리의 영향을 고려하여 수행하였으며, 해석결과 2차원과 같이 지하수 및 동결잠열의 영향이 고려된 해석이 가장 작은 오차를 나타내었으며, 시간의 경과에 따른 오차의 증가는 없었다.

• Proceedings of the KSAR Conference
• /
• 2003.06a
• /
• pp.84-84
• /
• 2003

많은 연구에서 돼지의 난포란 혹은 배아가 낮은 온도에 대해 민감한 것은 세포질 내에 함유된 지방구와 관련이 있다고 하였으며, 이런 세포질내의 지방구를 제거함으로 동결능력이 향상된다고 하였다. 이렇게 지방구가 제거된 돼지의 난포란과 배아를 효과적으로 동결보존하기 위해서는 새로운 개념의 동결보존 기술이 필요하다고 하겠다. 따라서, 본 연구는 미성숙 단계에서 지방이 제거된 돼지 난포란의 유리화 동결에 적합한 방법을 찾기 위하여 straw를 이용한 유리화 동결법과 electron microscopic grid(EM grid)를 사용한 유리화 동결법을 실시하여 효율적인 동결방법을 검토하였다.

• Journal of the Korean Geotechnical Society
• /
• v.27 no.9
• /
• pp.67-76
• /
• 2011

Bearing capacity of pile foundations in cold region is dominated by adfreeze bond strength between surrounding soil and pile perimeter. Adfreeze bond strength is considered to be the most important design parameter for foundations in cold region. Many studies in last 50 years have been conducted to analyze characteristics of adfreeze bond strength. However, most studies have been performed under constant temperature and normal stress conditions in order to analyze affecting factors like soil type, pile material, loading speed, etc. In this study, both freezing temperature and normal stress acting on pile surface were considered to be primary factors affecting adfreeze bond strength, while other factors such as soil type, pile material and loading speed were predefined. Direct shear box was used to measure adfreeze bond strength between Joomoonjin sand and aluminium because it is easy to work for various roughness. Test was performed with temperatures of > $0^{\circ}C$, $-1^{\circ}C$, $-2^{\circ}C$, $-5^{\circ}C$, and $-10^{\circ}C$ and vertical confining pressures of 1atm, 2atm, and 3atm. Based on the test results, the effects of temperature and vertical stress on adfreeze bond strength were analyzed. The test results showed that adfreeze bond strength increases with decreased temperature and increased vertical stress. It was also noted that two types of distinct sections exist, owing to the rate of increase of adfreeze bond strength along the change of freezing temperature: 1)rapidly increasing section and 2)gradually decreasing section. In addition, the results showed that a main factor affecting adfreeze bond strength switches from friction angle to adhesion as freezing temperature decreases.

• Journal of the Korea Concrete Institute
• /
• v.15 no.1
• /
• pp.43-51
• /
• 2003

Recently, to consider financial and constructive aspect usage of Admixture such as Blast-Furnace Slag and Fly-Ash, are increased. Also the use of cold-weather-concrete is increased. Blast-Furnace Slag, a by-product of steel industry, have many advantage to reduce the heat of hydration, increase in ultimate strength and etc. But it also reduces early-age strength, so it is prevented from using of Blast-Furnace Slag at cold-weather-concrete. In this study, for the purpose of increasing usage of Blast-Furnace Slag at cold-weather-concrete, it is investigated the strength properties of concrete subjected to frost damage for the cause of early age curing. The factors of this experience to give early frost damaged were Freezing temperature(-1, -10, $-15^{\circ}C$), Early curing age(0, 12, 24, 48hour), Freezing times(0, 12, 24, 48hour). According to this study, if early curing is carried out before haying frost damage, the strength of concrete used admixture, subjected to frost damage, is recovered. And that properties are considered, the effect of using admixture like blast-furnace-slag, is very high

• Korean Journal of Food Science and Technology
• /
• v.20 no.6
• /
• pp.820-826
• /
• 1988

The freezing point$(t_f)$, latent heat of freezing$({\triangle}\;H_f)$ and kinetic constant of fleering$(k_f)$ were determined from DSC thermogram at cooling rate $-2.5^{\circ}C/min{\sim}-10.0^{\circ}C/min$. The freezing point of various starches was decreased with an increase in cooling rate, and that of whole starches were lower than defatted starches. Changes of the latent heat of freezing was not observed at above cooling rate $-2.5^{\circ}C/min$. The latent heat of freezing$({\triangle}\;H_f)$ could be deduced as a function of water content(W) as follows: ${\triangle}\;H_f=0.700W-13.048$, (Kcal/kg) $(35%{\leqq}W{\leqq}70%)\;{\triangle}\;H_f=1.569W-73.861,\;(Kcal/kg)\;(W{\geqq}70%$) In the water content range $35{\sim}90$(wt %), the activation energy of various starches in freezing process was determined $126{\sim}270$ Kcal/mol.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.20 no.6
• /
• pp.957-972
• /
• 2018

Tunnels constructed in cold regions can cause serious defects such as cracks and leaks due to external temperature changes in the portals and vents. In order to prevent the freezing damage of the tunnel, appropriate measures should be applied to the section where the freeze damage is concerned. However, the specific criteria and contents for judging whether or not the anti-freeze measures are applied are not presented. In this study, the laboratory freezing tests on the temperature changes of the concrete specimens under freezing conditions were carried out. And the freeze-thaw repetition cycle (F), which can judge the possibility of freezing damage, were presented based on the heat transfer quantity (W) by experimental results of case studies. Also, we propose a classification of cold regions considering the climatic characteristics of Korea for using it to efficient design and maintenance.

• Magazine of the Korea Concrete Institute
• /
• v.10 no.4
• /
• pp.205-212
• /
• 1998

Frost damage of a storage tank for chemical admixtures caused by a low temperature in winter and quality deterioration of chemical admixtures have been often reported. However, there have been few regulations and researches related to the frost damage of chemical admixtures and facilities. Therefore, this paper is intend to investigate not only, the freezing points of chemical admixtures such as AE admixtures and water-reducing AE admixtures, etc., but also the quality variation of concrete used with chemical admixtures before freezing and after freeze-thaw cycles. According to the results of experiments, most chemical admixtures except anti-freezing agent and accelerating water-reducing AE admixtures should be kept from being frozen in low winter temperatures. However, full agitation of frozen chemical admixtures dose not cause the problems of concrete related to the quality of chemical admixtures.