• Title/Summary/Keyword: 동결작용

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Freezing Characteristics of Still Water Under a Subcooling Condition (과냉각상태 정지수의 동결특성에 관한 연구)

  • 박영하;류정인
    • Journal of Energy Engineering
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    • v.8 no.4
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    • pp.576-582
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    • 1999
  • this paper presents the results of experiments on subsooling degree characteristics which was analyzed in accordance with various test conditions. The test water was cooled below freezing point temperature, was measured. The results showed that using city water as the test water in pyrex tube indicated small standard deviation (SD) compared to using distilled water, and minimum subcooling degree was 6.9$^{\circ}C$ and 6.2$^{\circ}C$, respectively. In addition, a critical subcooling degree in a pyrex tube was larger than that in a stainless steel tube about 0.7$^{\circ}C$ for the same test water. It was also observed that the standard deviation of data for the distilled water showed decreasing tendency aw the increasing with cooling velocity. Then metaldehyde showed a considerable effect on the subcooling degree of distilled water as the ice nucleating substance with increase of test number.

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Behavior Characteristics of Water Supply Pipeline Due to Freezing Temperature (동결온도가 상수도관의 거동에 미치는 영향)

  • Shin, Eun Chul;Ryu, Byung Hyun;Kang, Hyoun Hoi;Hwnag, Soon Gab
    • Journal of the Korean Geosynthetics Society
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    • v.13 no.4
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    • pp.1-10
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    • 2014
  • This paper presents the results of a field pilot test about deformation of water supply pipelines due to freezing temperature. There is a difference between for frost heaving load to act on the water supply pipelines. If the Marston-Spangler theory is only considered for the frost heaving load to act on the water supply pipeline, it is likely to deviate from the safety of the water supply pipeline, strains of the water supply pipeline show a tendency of smaller value than the value of numerical analysis.

A Report on Patterned Ground in the Baekdusan (백두산 일대에 나타나는 구조토 보고)

  • CHOI, In-Sook;SEONG, Yeong Bae;KIM, Jong Wook;PARK, Seung-Phil;LI, Chun Jing
    • Journal of The Geomorphological Association of Korea
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    • v.17 no.1
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    • pp.59-72
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    • 2010
  • This study is based on the observation on the patterned ground found in the northern part of the Baekdusan during two fieldtrips of 2008 summer. The patterned grounds are found in two areas-Dalmun and Socheonji. The patterned ground found around Dalmun are well-sorted, having fine materials in the center and coarse (boulder size) materials in the rim, and stretching in the form of stairs. Meanwhile, the types of patterned ground found around Socheonji are various, including polygon, stripe, and circular patterns. The particle size analysis and morphological analysis of comprising materials are carried out only for the patterned ground of Socheonji. The mean short and long axis of the patterned grounds are 91cm and 163cm, respectively. The distribution pattern of material size from the most samples increase toward the rim, indicating the patterned grounds are well-sorted. The comprising materials are dominated by silt, which is very susceptible for freeze-thaw cycle. The lower ratio of clay (low less than 10%), suggests that physical weathering is more dominant rather than chemical weathering. The involution structure found in the vertical section of the patterned grounds is likely to have formed by active cryoturbation which is one of the dominant geomorphic processes in the periglacial environments like the study area.

An Experimental Study on Freezing and Thawing Resistance of Fly Ash Concrete (플라이애쉬 콘크리트의 동경융해저항성에 관한 연구)

  • 배성용
    • Journal of Ocean Engineering and Technology
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    • v.15 no.3
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    • pp.128-133
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    • 2001
  • It is generally known that the concrete structure subjected to severe environment is much affected by the corrosion of reinforcement, the freezing and thawing action of concrete structure. The main objective of this study is to investigate the freezing and thawing resistance of concrete including fly ash. The effect of the air content in concrete using fly ash is investigated. The experimental study is conducted for 10 mix-ratio cases of concrete of which variables are content of fly ash, concrete compressive strength and containment of air-entrained admixtures. Test results show that the freezing and thawing resistance improves as the amounts of fly ash increase, and concrete with air-entrained admixtures has good freezing and thawing resistance. The concrete with fly ash is to be included air-entrained admixture according to content of fly ash in order to increase the freezing and thawing resistance.

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Characterization of thermal conduction for gas hydrate bearing in-situ sediments (울릉분지 현장 시료와 F110표준사를 이용한 GH함유토의 열전달 양상 분석)

  • Kim, Young Jin;Yun, T.S.
    • 한국신재생에너지학회:학술대회논문집
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    • 2011.05a
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    • pp.148.1-148.1
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    • 2011
  • 본 연구에서는 가스 하이드레이트의 미래 상업생산을 위한 연구활동으로 동해 울릉분지 현장시료를 채취하여 가스 하이드레이트 함유토의 열전도 현상에 관한 연구를 실시하였다. 두 종류의 현장시료를 이용하여 메탄 하이드레이트를 생성하여 공극비 및 포화도에 따라 조건을 달리하여 실험을 수행하였다. 열전도도 측정을 위하여 Transient Plane Source (TPS) 기법을 이용하였다. 현장시료의 사용에 앞서 예비실험으로써 F110표준사를 사용, 비교 분석 자료로써 활용하였다. 하이드레이트 생성 확률을 높이는 기법으로써 불포화시료를 동결, 해동 후 가스를 주입하였으며 동결된 불포화 시료의 열전달양상의 변화를 함께 고찰하였다. 실험결과, 하이드레이트의 포화도가 증가함에 따라 함유토의 열전도도의 증가함을 알 수 있어다. 거의 동일한 물과 GH의 열전도도에도 불구하고 하이드레이트 결정화 작용으로 동일한 포화도의 불포화 시료와 비교하여 약간의 상승을 보였다. 또한 공극비 및 흙을 구성하는 미네랄의 성분에 따라 열전도도의 발현 양상이 상이함을 관찰하였다. 이에 차후 하이드레이트 생산을 위한 현장 측정 및 전산 모사시 이에 관한 고려가 필요할 것으로 사료된다.

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Biological Activity of Fermented Silkworm Powder (발효누에분말의 생리활성)

  • Cha, Jae-Young;Kim, Yong-Soon;Ahn, Hee-Young;Eom, Kyung-Eun;Park, Bo-Kyung;Jun, Bang-Sil;Cho, Young-Su
    • Journal of Life Science
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    • v.19 no.10
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    • pp.1468-1477
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    • 2009
  • The comparative effects of the fibrinolytic, and tyrosinase inhibition activities and electrophoretical protein patterns with freeze-drying silkworm powder (FDSW), heating-drying silkworm powder (HDSW) and fermented silkworm powder by Bacillus subtilis or Lactobacillus hilgardii were investigated. When total protein patterns of FDSW, HDSW, both fermented SW, were analyzed by native- and SDS-polyacrylamide gel electrophoresis (PAGE), there were slightly varietal differences in electrophoretical protein patterns. Major minerals of FDSW and HDSW were K, Ca, Mg, and Zn. Major compositional amino acids of FDSW and HDSW were glycine, alanine, glutamic acid, aspartic acid, and serine. Major fatty acids of FDSW and HDSW were linolenic acid, oleic acid, and palmitic acid. Fibriolytic activity was the highest in the fermented FDSW by 5% B. subtilis among the various samples. Tyrosinase inhibition activity was higher in the water and 70% methanolic extract of FDSW than in HDSW. DPPH radical scavenging activity was slightly stronger in HDSW than in FDSW. In addition, DPPH radical scavenging activity was higher in FDSW or HDSW fermented by L. hilgardii than that fermented by B. subtilis, however, all samples exhibited a relatively low activity compared to the butylated hydroxytoluene (BHT). These results may provide the basic data to understand the biological activities of fermented SW.

Quality Characteristics of Fresh Pasta Noodles With Perilla Leaves (들깻잎을 첨가한 생면 파스타 반죽의 품질특성)

  • Kim, Jung-Soo;Song, Soo-Ik
    • Culinary science and hospitality research
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    • v.17 no.2
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    • pp.209-220
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    • 2011
  • This research intends to research on the optimal cooking techniques by adding perilla leaves to raw noodles, in which it has various effects and functions in sterilization. The water content measured in the dough added with raw perilla leaf juice came out high as more perilla leaves were added. More freeze-dried perilla leaf powder decreased water content. The pH of the dough increased significantly as the added ingredients increased with significant differences among the samples. The chromaticity of the dough deliberately decreased in both a and b as the amount of raw perilla leaves in dough increased. The L value of raw noodles with freeze-dried perilla leaves tended to decrease as more ingredients were added. The result of the RVA analysis on the dough with raw perilla leaves showed that the gluten decreased with more raw perilla leaves added. The result of the RVA analysis on the dough with freeze-dried perilla leaf powder indicated that the initial pasting tempo tended to increase significantly with more powder added except for 5% and 7% of powder added with no significant difference. The values dropped as the freeze-dried powder was added Minimum viscosity tended to decrease definitely as more freeze-dried perilla leaf powder was added. The dough's measurement results of WRC showed that water absorbing power of both dough with raw perilla leaves and that with freeze-dried perilla leaf powder reduced significantly as more perilla leaf powder were added.

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An Experimental Study on the Freeze-Thaw Resistance of Concrete Incorporating Waste Foundry Sand (폐주물사를 혼입한 콘크리트의 동결-융해 저항성에 관한 실험적 연구)

  • 윤경구;이주형;홍창우;박제선
    • 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.

Freeze-Thaw Resistance of Alkali Activated Ternary Blended Cement Incorporated with Ferronickel Slag (알칼리 활성화제를 첨가한 페로니켈슬래그 혼입 삼성분계 콘크리트의 동결융해 저항성)

  • Cho, Won-Jung;Park, Kwang-Pil;Ann, Ki-Yong
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.10 no.2
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    • pp.159-167
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    • 2022
  • The present study assessed the micro structure and durability characteristics of ternary blended cement with different types of alkali activators. Ground granulated blast furnace slag(GGBS) and ferronickel slag(FNS) was replaced until 50 % of the weight of cement. In addition, potassuim hydroxide and sodium hydroxide were used for comparing the properties of different type of alkali activator. Ternary blended cement with alkali activators showed higher peak portlandite peak than that of OPC(Ordinary Portlande Cement) and non activated ternary blended cement. Also, there was no new hydration products in ternary blended cement or/and alkali activators. Based on the mercury intrustion porosimetry(MIP) test result, ternary blended cement increased macro pore while alkali activated ternary blended cement modified pore structure and increased microp pore as compared to OPC as control. Combination with alkali activators is desirable to enhance the compressive strength and freeze thaw resistance.

Effects of the Freeze-thaw Process on the Strength Characteristics of Soils (IV) -Insulation Performance beneath the Freezed Tested Banking by Inclusion of Insulation Material- (동결-융해작용이 흙의 강도특성에 미치는 영향 (IV) - 단열재를 삽입한 동결성토의 단열거동 -)

  • 유능환;박승범;유영선
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.32 no.3
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    • pp.39-46
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    • 1990
  • This paper was analized the thermal conductivity of polystylene (TENSAR- GEOGRID) embeding into the subbase through frost penetration depth, frost heave, change of bearing capacity, and soil moisture movement due to freezing, thawing and icing actions, and their results were as follows : 1.The change of temperature into the sub-base was much increased by the Tensar-Geogrid insertion, and the frost penetration and frost heave were decreased as the thinner of the insulation thickness but the thawing velocity of melting period was appeared to be faster in case of non-insulated. 2.The frost heave had a close relationship with the thickness of insulations which was reasonably included anti-frost effects. 3.The moisture content during the freezing period of upper layer of the insulation insertion was increased by 15 per cent but it was returned to initial state of the thawing period, and at the down layer temporarily increased by 10 per cent and returned to the original state at once. 4.The insulation was acted as a function of distribution of surcharge, and the settlement of the sub-base was about 1.5 mm under 15 tonnage of load and which was included within the allowable limits. 5.The sliding resistance due to the icing which was induced by the insulation insertion into the sub-base was appeared as more 40 per cent than noninsulation area, so that the insulations should be restricted on the place such as mountains, curved and cross area which were required the braking power under the traffics.

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