• 한국식품과학회지
• /
• 제32권2호
• /
• pp.341-348
• /
• 2000

기존 냉장고의 특선실과 새로운 냉각방식의 냉장고에 돼지고기, 쇠고기, 냉동참치를 저장하면서 그들의 품질을 비교하여 각 냉각방식의 차이가 부분 냉동식품의 품질에 미치는 영향을 조사하였다. 일반 냉장고 특선실$(-1^{\circ}C)$, 강제순환식 저장방법$(-5^{\circ}C)$, 그리고 자연대류식 저장방법$(-5^{\circ}C)$으로 저장하면서, 돼지고기와 쇠고기는 VBN, TBA, 및 수분함량을, 냉동참치는 K-value와 VBN값의 변화를 측정하였다. 저장 기간 중 모든 시료에 대해서 강제순환식 저장방법에서 수분함량이 급격히 감소하였으며 VBN의 경우도 수분함량에 영향을 받아서 강제순환방식이 다른 저장방법들보다 높은 수치를 보였다. 돼지고기의 경우 TBA값에 대한 유의적인 차이는 없었으며 쇠고기의 경우는 VBN에 대하여 유의적 차이는 나타나지 않았으나 TBA값은 일반 특선실과 자연대류식 저장방법에 대하여 유의적 차이를 보였다. 반면 포장을 한 경우는 일반 특선실과 강제순환 및 자연대류 저장방법에서 돼지고기의 품질의 차이가 발생하였다. 냉동참치는 VBN과 K-value에 대하여 일반 특선실과 자연대류식에 유의적인 차이가 있었다. 따라서 cold chamber의 온도를 $-5^{\circ}C$ 정도인 subfreezing온도로 유지하고, 자연대류 냉각방식을 적용하면 가정용 냉장고를 사용하여 육류 및 어류의 신선도를 현저히 연장시킬 수 있을 것으로 보인다.

• 한국결정학회지
• /
• 제12권3호
• /
• pp.157-161
• /
• 2001

Pb계 완화형 강유전체인 Pb(Mg/sub ⅓/Nb/sub ⅔/O₃계에서 relaxation 현상과 freezing 거동을 살펴보기위해 낮은 전계에서 측정된 물성들과 강전계 하에서 측정된 물성들을 다양한 주파수 범위에서 비교분석하였다. -40∼90℃의 상전이 온도범위에 걸쳐 1 V/mm의 낮은전계에서 측정된 유전특성의 온도의존성을 구하고 유전이력곡선의 기울기로부터 계산된 유전상수의 온도의존성을 관찰하였다. 이상의 결과와 함께 초전 전류의 온도의존성을 검토한 결과 Vogel-Fulcher 관계식에 비교적 잘 일치되었다. 본 연구를 통하여 일정한 경향을 나타내는 freezing 온도를 산출할 수 있었다.

• 한국식품위생안전성학회지
• /
• 제3권1호
• /
• pp.19-26
• /
• 1988

Most of meat spoilage bacteria area Gram negative, which are very sensitive to freezing ; for instance , 90% of E. coli cells are killed or sub-lethally injured by freezing at -3$0^{\circ}C$, and the freeze-injury rate is dependent upon freezing rate. Since the injured bacterial cells are sensitive to selective agents, they fail to multiply in selective media. Injured bacterial cells are, however, capable of spontaneous repair at appropriate environmental and nutritional conditions . Enumeration of injured bacterial cells involves artificial induction of repair at these conditions. Cubic beef samples(3$\times$3$\times$3cm) were frozen at -6$0^{\circ}C$, -4$0^{\circ}C$, or -18$^{\circ}C$. The samples frozen at each temperature were thawed at 4$^{\circ}C$, 2$0^{\circ}C$, or by microwave . After these respective freezing an thawing treatments, the percentage of sub-lethally injured total coliforms out of total surviving ones was measured and compared. The results were as follows: 1. The interaction between freezing and thawing on injury rate was not significant. 2. The injury rates(as means of all three thawing treatments post-freezing) by freezing at -6$0^{\circ}C$, -4$0^{\circ}C$, or -18$^{\circ}C$ were 32.2$^{\circ}C$ and 19.2$^{\circ}C$ respectively . 3. The injury rates(as means of all three freezing treatments)by thawing at 4$^{\circ}C$, 2$0^{\circ}C$, or by microwave were 49.3%, 11.7% and 21.0% respectively. The highest injury rate was caused by freezing at -6$0^{\circ}C$ and subsequent thawing at 4$^{\circ}C$. However since the injury rates by freezing treatment were not significantly different, freezing at -18$^{\circ}C$ and subsequent thawing at 4$^{\circ}C$ can also be recommended , from an economic perspective.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2010년도 춘계 학술발표회
• /
• pp.1164-1171
• /
• 2010

Korea is considered to be a seasonal frozen soil area that is thawed in the spring, and most of the area is frozen in winter as to the characteristic of geography. In the current design codes for anti-freezing layer, the thickness of anti freezing layer is calculated by freezing depth against the temperature condition. Therefore, they have a tendency of over-design and uniform thickness without the considerations of thermal stability, bearing capacity and frost susceptibility of materials. So, it is essential for studying the appropriateness and bearing capacity besides the seasonal and mechanical properties of pavement materials to take a appropriate and reasonable design of the road structure. In this research, the evaluation of frost susceptibility on subgrade, ant-freezing layer, sub base was conducted by means of the mechanical property test and laboratory field road model downed scale experiment. The temperature, heaving amount, heaving pressure and unfrozen water contents of soil samples, the subgrade, anti-freezing layer, sub base soils of highway construction site, were measured to determine the frost susceptibility.

• 한국농공학회논문집
• /
• 제54권5호
• /
• pp.155-160
• /
• 2012

In this paper it was analyzed that the mechanical properties, the permeability and the freezing properties of SB-2 materials which are mainly used with the subbase materials. To this ends, a series of the physical test, the permeability test and the freezing test were carried out the samples mixed the small aggregate and the big aggregate from which was re-classified the SB-2. From the test results, it was analyzed the characteristics of permeability and the characteristics of freezing of the samples. And it was reviewed for SB-2 materials that the use of possibility for the freezing prevention layer material.

• 한국도로학회논문집
• /
• 제18권2호
• /
• pp.83-90
• /
• 2016

PURPOSES : Nowadays, cavity phenomena occur increasingly in pavement layers of downtown areas. This leads to an increment in the number of potholes, sinkholes, and other failure on the road. A loss of earth and sand from the pavement plays a key role in the occurrence of cavities, and, hence, a structural-performance evaluation of the pavement is essential. METHODS: The structural performance was evaluated via finite-element analysis using KPRP and KICTPAVE. KPRP was developed in order to formulate a Korean pavement design guide, which is based on a mechanical-empirical pavement design guide (M-EPDG). RESULTS: Installation of the anti-freezing layer yielded a fatigue crack, permanent deformation, and international roughness index (IRI) of 13%, 0.7 cm, and 3.0 m/km, respectively, as determined from the performance analysis conducted via KPRP. These values satisfy the design standards (fatigue crack: 20%, permanent deformation: 1.3 cm, IRI: 3.5 m/km). The results of FEM, using KICTPAVE, are shown in Figures 8~12 and Tables 3~5. CONCLUSIONS: The results of the performance analysis (conducted via KPRP) satisfy the design standards, even if the thickness of the anti-freezing layer is not considered. The corresponding values (i.e., 13%, 0.7 cm, and 3.0 m/km) are obtained for all conditions under which this layer is applied. Furthermore, the stress and strain on the interlayer between the sub-grade and the anti-freezing layer decrease gradually with increasing thickness of the anti-freezing layer. In contrast, the strain on the interlayer between the sub-base and the anti-freezing layer increases gradually with this increase in thickness.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2022년도 가을 학술논문 발표대회
• /
• pp.237-238
• /
• 2022

This study used Bacillus licheniformis generating glycocalyx as a provective membrane to enhance the salt-damage resistance of cement mortars. The mortar specimens with Bacillus licheniformis exhibited a comparable compressive strength development and 1.1~1.3 times higher dynamic modulus of elasticity under 300 freezing and thawing cycyles when compared with the counterpart control mortar.

• 한국분말재료학회지
• /
• 제27권3호
• /
• pp.193-197
• /
• 2020

Porous Cu-14 wt% Co with aligned pores is produced by a freeze drying and sintering process. Unidirectional freezing of camphene slurry with CuO-Co₃O₄ powders is conducted, and pores in the frozen specimens are generated by sublimation of the camphene crystals. The dried bodies are hydrogen-reduced at 500℃ and sintered at 800℃ for 1 h. The reduction behavior of the CuO-Co₃O₄ powder mixture is analyzed using a temperature-programmed reduction method in an Ar-10% H₂ atmosphere. The sintered bodies show large and aligned parallel pores in the camphene growth direction. In addition, small pores are distributed around the internal walls of the large pores. The size and fraction of the pores decrease as the amount of solid powder added to the slurry increases. The change in pore characteristics according to the amount of the mixed powder is interpreted to be due to the rearrangement and accumulation behavior of the solid particles in the freezing process of the slurry.

• 한국지반환경공학회 논문집
• /
• 제19권3호
• /
• pp.5-13
• /
• 2018

최근 해빙기에 발생하는 지반붕괴로 인한 건설재해가 증가하고 있으며 이는 동절기에 시행되는 다짐시공과 관련이 많다. 영하온도에서 다짐을 실시할 경우 다짐효과가 감소하며 이에 따른 해빙기 지반의 거동 변화를 파악하는 것은 유용한 자료로 활용될 수 있을 것으로 판단된다. 또한 최근 국내 지반공학 분야에서 불포화 영역에 대한 관심이 높아지고 있는 만큼 지반재료의 영하온도 다짐 및 동결융해에 따른 불포화 특성을 파악한다면 앞으로 관련 분야의 연구자들에게도 좋은 정보를 제공할 수 있을 것으로 판단된다. 따라서 본 연구에서는 동절기 다짐에 따른 지반의 불포화 특성을 파악하기 위해 상온($18^{\circ}C$)과 영하온도($-3^{\circ}C$, $-8^{\circ}C$)에서 수행한 다짐시험의 결과를 바탕으로 성형한 시료에 불포화 함수특성시험과 불포화 일축압축시험을 수행하였으며, 시료에 동결융해를 반복적으로 가한 후 불포화 함수특성시험 및 일축압축시험을 수행하여 동결융해가 작용함에 따른 지반의 흡수력 및 불포화 특성의 변화를 파악하였다. 시험결과 영하온도에서의 다짐 및 동결융해에 의한 흡수력의 변화와 강도 및 강성의 감소를 확인하였다. 특히 풍화토의 경우 영하온도에서의 다짐과 동결융해가 진행될수록 강도와 흡수력이 상당히 감소하는 것으로 나타나 지반의 안정성에 상당한 영향을 미칠 것으로 판단된다.

• 한국결정학회지
• /
• 제13권3_4호
• /
• pp.172-176
• /
• 2002

Pb(Mg /sub 1/3/Nb/sub 2/3/)O₃-PbTiO₃ 계 완화형 강유전체에서 PbTiO₃ 첨가량 변화 및 온도 변화에 따른 상전이 거동을 초전특성 및 유전완화현상 고찰을 통해 고찰하였다. -40∼200℃의 상전이 온도범위에 걸쳐 초전 및 유전특성을 살펴보았으며 특히 Vogel-Fulcher 관계식에 의한 freezing temperature를 도출하였다. 이러한 모든 실험적 결과들로부터 기존에 제안되었던 Pb(Mg /sub 1/3/Nb/sub 2/3/)O₃-PbTiO₃ 고용체 시스템에 대한 상평형도를 다소 수정하여 제안하였다.