• Journal of Korea Soil Environment Society
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• v.1 no.1
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• pp.103-109
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• 1996

The cover liners at municipal and hazardous waste landfill is not emphasized as much as the bottom liners. However, one of the most effective reason of landfill destroy is the cover liner failure. The cover system at municipal and hazardous waste landfill, 1 perform the following functions, at minimum: promote surface runoff, impede infiltration, protect settlement in the landfill, and provide a buffer from surface exposure of the waste. This research was to expand the existing knowledge base of landfill cover liner behavior during period of freeze/thaw Also, the great Lysimeter was built in the laboratory to provide as much as same condition with the field and three designs were simulated by actual cover materials. The result of simulation indicated the clay was effected by freezing/thawing. The degradation of cover liners in the frost penetration affects the physical, engineering properties of clay. these factors may consider to design and construct of the landfill. This paper provides the description of testing cover liners, experimental results and a discussion of the results of the simulation.

• Proceedings of the KSAR Conference
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• 2003.06a
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• pp.83-83
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• 2003

돼지 난자의 유리화 동결 처리 방법 중 난자를 담는 용기(loading vessel)의 재료로 최근에 알려진 것으로 open-pulled straws(OPS)[Vajta등, Mol Reprod Dev, 51:53-58, (1998)], electron microscope grids(EMG) [Martino등,Biol Reprod, 54:1059-1069, (1996)〕, nylon loop system(NLS) [Lane등, Fertil Steril,72: 1073-1078, (1999)] 등이 보고되고 있다. OPS는 1/4cc straws를 열을 가하여 길게 뽑아 내벽을 얇게 함으로써 filing된 난자나 수정란이 액체 질소와 접촉했을 때 유리화가 신속하게 되도록 하는 방법으로 돼지에서는 별로 보고된 것이 없다. EMG는 열전도가 예민한 전자현미경용 copper grid를 이용한 방법으로 최근 국내 기술진의 연구성적을 포함한 몇몇 학자들에 의하여 보고되었고 NLS는 0.5mm직경의 nylon loop를 이용하여 급속 동결한 성적이 보고되었으나, 돼지 난자에 응용 된 것은 없다. 따라서 이와 같은 동결 재료는 사람과 반추류, mouse외에 돼지 난자에 대하여는 전혀 시도되지 않았지만 유리화 동결기술에서 가장 중요한 실험으로 생각된다. 성공적인 유리화 동결을 위해서는 수정란이 냉각의 전도성이 빠르고, 작은 용액을 수정란과 같이 filling해야 하며 모든 동작이 신속 간편해야 하며 융해 방법도 초급속도의 융해가 요구되므로 이에 부합되어야 한다. 연구 목적은 돼지 난자를 유리화 동결/융해 시 동결 재료-straw/glass, copper grid, nylon 3가지에 대한 제작 방법, 난자 loading, 동결 처리, 보관 방법, 융해 방법 등을 난자의 회수, 수정 후 생존율을 비교 조사하여 가장 우수한 방법을 선택할 목적이었다. 수행 내용은 3가지의 재료의 sample을 제작하고 소독한 다음 준비된 돼지 COCs을 40시간동안 IVM한 후 난자를 5~l5개 정도로 선정 하여 준비된 VS 용액에 평형처리 하였다. 각 재료의 용기에 loading 한 후 동결/보관하였고, 융해는 역순으로 평형하여 maturation 배지에 3~4시간 배양한 다음 경검하고 IVF한 후 NCSU-23 배지에 담아 IVC 배양하면서 cell cleavage상태를 확인하였다.

• Korean Journal of Animal Reproduction
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• v.25 no.3
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• pp.287-292
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• 2001

Selection of oocyte cryopreseivation method is a prerequisite factor for developing an effective bank system. To develop an effective vitrification method, we examined whether damages in spindle and chromosome morphology induced by vitrification. Intact cumulus-enclosed oocytes were vitrified with DPBS with 5.5 M ethylene glycol and 1.0 M sucrose, and loaded onto eletron microscopic copper grid for storing in liquid nitrogen. Intact vitrified and thawed oocytes were immunostaining for tubulin and karyotying for chromosome. Vitrfied and thawed oocytes had a higher rate of chromosome (32.8% vs. 19.6%) and spindle (32.3% vs. 20.2%) abnormalities compared with fresh oocytes. Mouse oocytes after vitrification at the mature stage showed increased incidence of chromosomal and spindle abnormalities.

• The Journal of the Korea Contents Association
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• v.18 no.11
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• pp.455-461
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• 2018

This paper presents experimental investigations about flexural strength and durability of reinforced concrete beams repaired using ductile fiber reinforced cementitious composite (DFRCC) and carbon fiber sheet through freezing and thawing test. Total 14 RC beams of $100{\times}100{\times}400mm$ size were tested by 3-point bending and freezing and thawing test by KS F 2456. The beams were reinforced using 3D10 steels on both the tensile and compressive sides, and repaired on 3 sides expect on top cycle. Test results showed that the beams repaired using fiber carbon sheet revealed about 15% higher values of flexural strength compared than the cases of DFRCC motar. On the other hand, the results did not showed meaningful differences in the aspect of durability. For further research, consideration of the steel interference effect and real old specimens such as taken from real deteriorated structures are needed to be tested after repairing with DFRCC and carbon fiber sheet.

• Journal of the Korea institute for structural maintenance and inspection
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• v.25 no.4
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• pp.46-55
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• 2021

Concrete structures can cause various problems as the number of common years increases when exposed to external extreme climate conditions. Among these problems, freezing and thawing occur due to the action of extreme climate factors such as heavy rain and heavy snow, which have become the most problematic in recent years. In this study, we present a rapid freezing and thawing test method of concrete in the air, referring to KS F 2456, as Seoul exhibits very dry weather during the period of freezing and thawing. Concrete test specimens and RC beams were fabricated to perform rapid freezing and thawing of 0, 100, 200, and 300 cycles, and the performance evaluation confirmed the degradation of each subject in material and member units. The design strength of 24 MPa, which performs rapid freezing and thawing in the air up to 300 cycles, decreases by 5.24 MPa (21%), and as rapid freezing and thawing in the air increases the stress burden on reinforced concrete bending members, reducing the energy absorption (dissipation) ability of structures due to earthquakes.

• Journal of the Korea Concrete Institute
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• v.13 no.4
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• pp.397-405
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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 deicing salts has increased numerously for 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. Much of countries such as America, Europe etc. is carried out study for effects of deicing salts on concrete. However, there are not test methods for deterioration of concrete subjected to both freezing-thawing and chloride in Korea. In this study, we carried out test for the compound deterioration subjected to both freezing-thawing and chloride attack, to investigate the effects of sodium chloride on the deterioration of concrete. The test was performed to investigate the effects of cement type, strength and air content on the scaling deterioration of concrete. As a result, the scaling deterioration was accelerated in the presence of salts. And the resistance to scaling was strongly influenced by the type of cement, the strength and air content of concrete.

• Journal of Veterinary Clinics
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• v.28 no.6
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• pp.571-575
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• 2011

Sperm cryopreservation methods have been improved over the last few decades. However, an optimized thawing rate has not yet been established. Therefore, we investigated the effect of thawing rate on sperm function after cryopreservation. The ejaculates collected from beagle dogs were cryopreserved and then thawed at two different thawing rates ($37^{\circ}C$ for 1 min or $70^{\circ}C$ for 15 sec). The thawed sperm were evaluated for motility, viability, morphology, plasma membrane integrity, phosphatidylserine (PS) translocation, and intracellular $H_2O_2$ level. The sperm thawed rapidly at $70^{\circ}C$ showed improved motility, viability, normal morphology, plasma-membrane integrity and non-PS translocation compared to the sperm thawed slowly at $37^{\circ}C$ (P < 0.05). However, the intracellular $H_2O_2$ levels were not significantly different between the rapid- and slow-thawed sperm (P > 0.05). In conclusion, sperm rapid thawing at $70^{\circ}C$ could improve the function of cryopreserved canine sperm, and the appropriate thawing rate would enhance the quality of the cryopreserved sperm.

• Journal of Korean Tunnelling and Underground Space Association
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• v.19 no.6
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• pp.1059-1075
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• 2017

The objective of this study was to evaluate the freezing and thawing resistance of the existing drainage system for leakage treatment of underground concrete structures operating in cold regions. The freezing and thawing test was conducted on 4 types of drainage system specimens to evaluate the freezing and thawing resistance of the drainage system. The freezing and thawing resistance was evaluated on 4 types of Hotty-gel, as a waterproofing material, connection methods and on two methods to fix the drainage board with Hotty-gel on the surface of cement concrete specimen. One cycle of the freeze-thaw testing was 48 hours (24 hours of freezing and 24 hours of thawing), and the temperatures of freezing and thawing were at $-18^{\circ}C$ and $10^{\circ}C$, respectively. Among the 4 types of Hotty-gel connection methods, leakage occurred after 28 cycles (8 weeks) of freeze-thawing only in the Hotty-gel connection method with the 'V' groove applied to the corner of the drainage board. No leakage occurred in the 3 types of Hotty-gel connection methods. In two fixing methods, leakage occurred in the method of fixing the drainage board on the cement concrete specimen using the washer, screw and plastic wall plug. Leakage occurred at one point after 10 cycles (3 weeks) of freezing and thawing. After 28 cycles (8 weeks) of freezing and thawing, leakage point increased to 5 points. As time passed, the leak point was not increased, but the amount of leakage was increased at each leak point. The Hotty-gel connection method with cross-sectional diagonal shape was evaluated to be the highest in the production efficiency considering the production time and manufacturing method of the Hotty-gel connection shape. In the construction efficiency considering the construction time and construction method, the fixing method of air nailer, fixed nail and washer was superior to that of the washer, screw and plastic wall plug.

• Magazine of the Korea Concrete Institute
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• v.10 no.4
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• pp.153-161
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• 1998

Concrete structures has been deteriorated by and freezing the thawing due to temperature gap. This study was conducted to evaluate durability of concrete which are increasingly demanded recently. Therefore the research of durability must be executed for application of waste foundry sand concrete real structures. Concrete durability properties incorporating waste foundry sand was performed with the variable of W/C ratio. Sand/Waste foundry sand ratio and Air entrainment-Non air entrainment. Cylinder specimens were made and subjected to freezing and thawing cycle at -18$^{\circ}C$ and 4$^{\circ}C$. Dynamic modulus of elasticity were evaluated as F/T cycle increase. The results show that strength of concrete is increased the W/C ratio decrease, the Sand/Waste foundry sand ratio increases when the concrete contains AE agent and decreasing W/C ratio and AE concrete makes improved resistance of freezing and thawing improved. Especially, resistance of freezing and thawing is improved by Fine aggregate/Waste foundry sand ratio which is 50%, 25%, 0% in a row. Therefore it is turn out the waste foundry sand could be applied to concrete from the experiment.

• Resources Recycling
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• v.19 no.4
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• pp.35-40
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• 2010

Existing porous concrete has problems with reduction of strength due to freezing and thawing and exfoliation of aggregate at joints. In this study, a method for increasing strength and durability of porous concrete by using fine aggregate, silica-fume and high-range water-reducing agent was proposed by laboratory tests. Mixing ratio between silica-fume (10%) and fine aggregate (0%, 7%, 15%) was selected as a major test factor, and laboratory tests for compressive strength, flexural strength, permeability coefficient, porosity, freezing and thawing were conducted. Compressive strength and flexural strength were increased as the mixing ratio of fine aggregate was increased. However, permeability and freezing-thawing resistance were decreased due to reduction of porosity. Therefore, the ratio of fine aggregate should be limited to increase strength and durability of the porous concrete, while the mixing ratio of silica-fume should be over 10%.