• 한국지열·수열에너지학회논문집
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• 제6권1호
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• pp.17-22
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• 2010

A sliding accident on the road have a high percentage by road freezing, especially, it is often appeared at bridges and tunnel of freezing areas. Thus, the stability of road operations is enhanced by preventing a partial freezing phenomenon. According to the geothermal snow melting system analysis, a pattern of thermal conductivity is found out about pavement materials of concrete and asphalt when it is buried. For the feasibility study on geothermal snow melting system, analysis of the ground melting point when operating system, life evaluation of pavements and safety evaluation of pipes are performed.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.329-336
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• 2002

The earth structures and in-ground LNG tank, and buildings can be constructed with using artificial freezing method on the reclaimed land. In this study, upon freezing a saturated soil in a closed-system from the top, a considerable pressure was developed. The pressure is the result of the surface energy of a curved ice-water interface. The most significant of these parameters will have the greatest effect on the classification. In order to establish frost-susceptibility criteria based on frost heaving expansion pressure, more soils have to be tested. This study was initiated to investigate the soils frost heaving expansion pressure and moisture characteristics resulting from freezing and freezing-thawing cycle process. Weathered granite soils, sandy soil, sandy soil were used in the laboratory freezing test subjected to thermal gradients under closed- systems.

• Geomechanics and Engineering
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• 제27권5호
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• pp.433-445
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• 2021

Artificial ground freezing (AGF) is a commonly used geotechnical support technique that can be applied in any soil type and has low environmental impact. Experimental and numerical investigations have been conducted to optimize AGF for application in diverse scenarios. Precise simulation of groundwater flow is crucial to improving the reliability these investigations' results. Previous experimental research has mostly considered horizontal seepage flow, which does not allow accurate calculation of the groundwater flow velocity due to spatial variation of the piezometric head. This study adopted vertical seepage flow-which can maintain a constant cross-sectional area-to eliminate the limitations of using horizontal seepage flow. The closure time is a measure of the time taken for an impermeable layer to begin to form, this being the time for a frozen soil-ice wall to start forming adjacent to the freeze pipes; this is of great importance to applied AGF. This study reports verification of the reliability of our experimental apparatus and measurement system using only water, because temperature data could be measured while freezing was observed visually. Subsequent experimental AFG tests with saturated sandy soil were also performed. From the experimental results, a method of estimating closure time is proposed using the inflection point in the thermal conductivity difference between pore water and pore ice. It is expected that this estimation method will be highly applicable in the field. A further parametric study assessed factors influencing the closure time using a two-dimensional coupled thermo-hydraulic numerical analysis model that can simulate the AGF of saturated sandy soil considering groundwater flow. It shows that the closure time is affected by factors such as hydraulic gradient, unfrozen permeability, particle thermal conductivity, and freezing temperature. Among these factors, changes in the unfrozen permeability and particle thermal conductivity have less effect on the formation of frozen soil-ice walls when the freezing temperature is sufficiently low.

• 한국가스학회:학술대회논문집
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• 한국가스학회 2002년도 추계학술발표회 논문집
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• pp.111-118
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• 2002

• 한국도로학회논문집
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• 제12권2호
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• pp.71-79
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• 2010

겨울에는 시베리아기단의 영향으로 한랭 건조한 대륙성 고기압의 영향을 받아 춥고 건조하여 1월 평균기온이 $-6{\sim}-7^{\circ}C$의 영하의 온도로 낮아져 지반동결시 수분이동으로 동상현상이 발생하여 도로의 불균형 동결팽창을 초래하며, 결국 포장체를 파손시킨다. 동상발생시 토립자는 모관력에 의해 지하수를 흡수하여 아이스렌즈를 형성하며, 이 모관 흡수력은 토립자의 크기에 영향을 받는다. 도로는 다양한 재료와 단면으로 구성된 구조물이기 때문에 환경성과 재료 물성뿐만 아니라 포장체 각 층의 구조적 적정성 또는 지지력을 파악하는 것이 무엇보다 중요하다. 현재 기존 동상방지층 설계법에 따르면, 동상방지층은 포장체의 구조적 적정성과는 무관하게 온도 조건에 따른 동결깊이에 따라 일률적으로 결정되고 있다. 이러한 동결깊이를 포장구조설계에 적용함으로써 포장의 과다설계 우려가 있다. 따라서 본 논문에서는 도로 동상방지층의 효용성 검증 및 설치기준 확립을 위해 실내동결시스템을 활용하여 도로 노상토의 동상 특성에 대한 민감성을 판별, 도로건설 현장 노상토에 대한 역학적 특성과 실내 동결 시험을 수행하였으며, 외부 동결온도의 지속 조건에 대한 시료의 온도변화, 동상팽창압, 동상팽창량, 부동수분 등의 결과값을 통하여 동결 과정에 따른 지반공학적 특성을 평가하였다.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2000년도 제14회 학술강연논문집
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• pp.6-6
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• 2000

On-orbit thermal behavior of KOMPSAT (Korea Multi-purpose Satellite) propulsion system employing hydrazine (N$_2$H$_4$) liquid monopropellant is addressed. Thermal control performance to prevent propellant freezing in spacecraft-operational orbit was verified by flight telemetry data obtained during LEOP (Launch and Early Operation Phase). Results are depicted in terms of temperature history during several orbits selected and are compared with acceptable temperature ranges of system components. Cyclic behavior of temperature is reduced into duty cycles of the avionics heaters and subsequently converted into the electrical power required to keep away from propellant freezing. Temperature of each component which was achieved under on-ground thermal-balanced condition of spacecraft, is presented for comparison with the flight data, additionally.

• 대한토목학회논문집
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• 제10권2호
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• pp.79-90
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• 1990

국립 건설 시험소에서 1980년 부터 1989년에 이르기가지 10년 동안 전국에 걸쳐 동결(凍結)된 지반의 깊이를 조사하였다. 그 위치는 무작위(無作爲)로 선정하였으나 동결이 심한 지반에 대해 조사하도록 노력하였다. 조사지점의 동결토(凍結土)를 채취하여 미 공병단의 동결토(凍結土) 분류방법(分類方法)에 따라 분류하였다. 동결 깊이 조사자료를 근거로 하여 전국(全國) 최대(最大) 동결(凍結)깊이 선도(線圖)가 작성되었다. 한편, 기상자료를 이용하여 포장설계에 이용할 수 있도록 설계 동결지수선도를 작성하고, 1980년에 도로조사단에서 작성한 자료(資料)와 비교 분석하였다. 동결깊이는 공기동결지수의 3승근(乘根)에 비례하는 새로운 경험식을 제안(提案)하고 다른 경험식과 비교하였다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 추계학술대회논문집A
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• pp.361-366
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• 2001

The purpose of installation of the brine heating system for LNG storage tank is the prevention of ground freezing. If the ground of LNG tank areas is frozen, it is caused by safety problems. The design of brine heating system for LNG storage tank which is constructing in our country is not well considered about domestic weather conditions and economical efficiency. Therefore, this paper reports on the study of the optimized temperature of inside pipes and cooling process through the transient analysis by using the existing brine heating system.

• 한국지반신소재학회논문집
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• 제12권2호
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• pp.13-23
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• 2013

겨울에는 시베리아기단에 의해 한랭 건조한 대륙성 고기압의 영향을 받는 계절동토지역인 우리나라는 춥고 건조하여 1월 평균기온이 $-6{\sim}-7^{\circ}C$의 영하의 온도로 낮아져 지반동결시 수분이동으로 동상현상이 발생하여 지반구조물의 불균형 동결팽창을 초래한다. 동상 발생시 토립자는 모관력에 의해 지하수를 흡수하여 아이스렌즈를 형성하며, 이 모관 흡수력은 토립자의 크기에 영향을 받는다. 본 연구에서는 흙의 종류에 따른 동상민감성의 차이를 알아보기 위하여 공학적 특성이 다른 10종류의 흙시료에 대하여 물리적 특성 파악과 통일분류법에 의한 흙 분류를 통해 실내동상실험을 실시하였다. 이에 각각 흙의 종류에 따른 동결깊이, 동상팽창량, 부동수분, 아이스렌즈와 같은 동상특성을 확인하여 시료의 동상민감성을 평가하였다.

• 제어로봇시스템학회논문지
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• 제14권6호
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• pp.580-586
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• 2008

Icing cloud generation system was developed to perform the in-flight icing simulation test for T-50 Supersonic Jet Trainer on the ground. The developed system successfully generated the almost natural icing cloud in the super-cooled state (liquid state) below freezing point and with the required LWC (Liquid Water Content). For full-scale aircraft icing test, an icing scaling method was adopted due to the limitation of wind generation speed with open-circuit type blower and its applicability was experimentally verified. Under the required in-flight icing condition based on the icing scaling method, T-50 aircraft subsystems were successfully operated and functionally checked.