• 한국안전학회지
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• 제32권6호
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• pp.150-156
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• 2017

A frozen road surface increases traffic accidents during the winter season. Hence, information on easily-frozen road sections and their specificities are required to prevent traffic accidents. Frozen road surfaces are determined by equipment measuring road surface temperatures. However, there are limitations in investigating the entire road network. Therefore, it is imperative to develop new methods that effectively determine road surface freezing risks. Meteorologically, road surfaces are frozen when the actual temperature cools down to the dew point temperature. Under this condition, there is likely to be frost if relative humidity reaches 100% and frozen road surfaces as the temperature gets lower. Meteorological characteristics give us an alternative to a direct measurement road surface temperature to estimate risks of road surface freezing. Based on the clues, the relationship between severity of traffic accidents and temperature changes is empirically investigated using Paju weather data. The results reveal that as the temperature gets lower and changes in current temperature are relatively small, the severity of traffic accidents become higher. In addition, the same is true when the difference between current temperature and the dew point temperature is relatively small, as it increases possibilities of road surface freezing. Future studies must investigate how current temperature and the dew point temperature affect road surface freezing and thereby establish a time-space scope to estimate possible road surface freezing sections using only weather and road material type data. This would provide invaluable information for predicting and preventing frozen road accidents based on weather patterns.

• 한국농공학회논문집
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• 제53권2호
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• pp.35-43
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• 2011

This study aimed to investigate the engineering characteristics of PVA fiber-cement-soil mixture used to prevent or reduce brittle failure of cement-soil mixtures due to the tensile strength increase from the addition of a synthetic fiber. The engineering characteristics of PVA fiber-cement-soil mixtures composed of PVA fiber, soil, and a small amount of cement was analysed on the basis of the compaction test, the unconfined compression test, the tensile strength test, the freezing and thawing test, and the wetting and drying test. The specimens were manufactured with soil, cement and PVA fiber. The cement contents was 2, 4, 6, 8, and 10%, and the fiber contents was 0.4, 0.6, 0.8, and 1.0% by the weight of total dry soil. To investigate the strength characteristics depending on age, each specimen was manufactured after curing at constant temperature and humidity room for 3, 7 and 28 days, after which the engineering characteristics of PVA fiber-cement-soil mixtures were investigated using the unconfined compression test, the tensile strength test, the freezing and thawing test, and the wetting and drying test. The basic data were presented for the application of PVA fiber-cement-soil mixtures as construction materials.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2004년도 하계학술대회 논문집 C
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• pp.1802-1804
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• 2004

In seashore, outdoor insulators are polluted due to salty wind and the pollution causes the flashover and failure of electric equipments. As well known, the pollution has a close relation with meteorological factors such as wind velocity, precipitation, wind direction, relative humidity, dew point, etc. In this paper we statistically analyzed the correlation between the pollution and the meteorological factors including snowfall and freezing. The multiple regression analysis was used for the statistical analysis; daily measured equivalent salt deposit density(dependent variable) and the meteorological data(independent variable) were used. From the results of this investigation, we verified the influence of snowfall and freezing on the ESDD, which has been overlooked in the preceding investigation.

• 생물환경조절학회지
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• 제30권4호
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• pp.441-447
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• 2021

노지재배 '부지화' 나무의 동해를 경감시키기 위해 피복재로 타이벡, 위드스톱, 35% 차광망을 사용하여 피복재 내, 외부 온도와 상대습도 변화를 평가하였다. 한파 시 피복에 따른 보온 정도와 잎의 LT₅₀을 조사하였다. 타이벡은 1.5m에서 피복재 내부와 외부의 온도 차이는 낮았고 0.4m에서는 높았다. 상대습도는 주야간 차이가 컸으며 오전 6-8시에 높았다.-2℃일 때 24시간 타이벡 피복은 수관 1.5m에서 무처리보다 적산온도가 3.4℃ 높았다. 잎의 LT₅₀은 타이벡 1.51℃, 위드스톱 1.33℃, 35% 차광망은 1.61℃로 무처리보다 낮았다. 타이벡의 수관 내 보온효과와 상대습도를 고려할 때 환기를 위한 미세한 천공 후 '부지화' 나무에 피복시 동해 발생을 줄일 수 있을 것으로 보인다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1996년도 봄 학술발표회 논문집
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• pp.123-128
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• 1996

Water in concrete has an effect on properties of concrete very much, such as shrinkage, creep, fire resistance, durability, freezing and thawing resistance. Therefore predicting the moisture distribution in concrete is very important. And since the diffusion process of water in concrete is strongly dependent on the temperature and pore humidity, the process is highly nonlinear phenomena. In this study, a finite element program which was capable of simulating the moisture distribution in concrete was developed, and differential drying shrinkage due to the water diffusion process was measured at the different positions of concrete. This F.E.M. program is shown that the analytical results of this study are in good agreement with experimental data. Shrinkage strain caused by moisture distribution was increased with the decrease of pore relative humidity.

• 한국농림기상학회지
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• 제16권2호
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• pp.146-154
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• 2014

월동기간 동안의 차나무에 대한 차광망 색상과 차광율에 따른 동해경감에 미치는 영향을 조사한 결과, 차광율 변화에 대한 효과는 차광율이 높아질수록 차나무생육이 불량하고 동해 피해율이 높았으며, 무처리구 대비 55% 차광율에서 신초 및 생엽수확량이 좋게 나타났다. 차광망 색상별로 보면, 투명망(차광망 55% 수준) 처리구와 녹색 차광망 처리구가 무처리구와 검정 차광망 처리구에 비해 생엽수확량과 피해면적이 감소하였다. 투명망 처리구가 무처리구에 비해 동해 피해율이 50%이상 감소하고, 생엽수확량은 무처리구보다 투명망 처리구에서 단위면적당(10a) 68kg 더 많았다. 차광망의 색상별 동해경감은 검정<녹색<투명 색상 순으로 동해 경감률이 다소 높게 나타났다. 처리구간의 미기상변화를 보면 처리구가 무처리구에 비해 평균기온은 $0.7^{\circ}C$ 낮았으며, 평균상대습도는 14.9% 높게 관측되었고, 지중온도는 $0.6^{\circ}C$ 낮은 반면에 토양수분은 4.6% 높게 관측 되었다. 또한 차광망 피복물 설치에 의한 평균풍속은 무처리구 대비 0.7m/s 감소하여, 바람에 의한 과잉 증발산과 토양의 건조를 줄여주는 효과가 있었으며, 동해경감의 방안으로 활용이 가능한 것으로 판단되었다.

• Advances in concrete construction
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• 제9권5호
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• pp.459-467
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• 2020

Mechanical and thermal properties of composite sandwich wall panels are affected by changes in their external environment. Humidity and temperature changes induce stress on wall panels and their core connectors. Under the action of ambient temperature, temperature on the outer layer of the wall panel changes greatly, while that on the inner layer only changes slightly. As a result, stress concentration exists at the intersection of the connector and the wall blade. In this paper, temperature field and stress field distribution of UHPC-RW-RC (Ultra-High Performance Concrete - Rock Wool - Reinforced Concrete) wall panel under high temperature-sprinkling and heating-freezing conditions were investigated by using the general finite element software ABAQUS. Additionally, design of the connection between the wall panel and the main structure is proposed. Findings may serve as a scientific reference for design of high performance composite sandwich wall panels.

• 한국지반환경공학회 논문집
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• 제16권1호
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• pp.37-43
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• 2015

우리나라는 사계절이 뚜렷하며 여름에는 고온다습한 무더운 날씨를 보이고 겨울에는 혹한의 날씨가 지속된다. 이러한 계절적 특성을 고려하여 국내 토공 분야에서는 많은 연구들이 있었으나 대부분의 연구가 지반의 동결 융해에 초점을 맞추어 이루어졌다. 이러한 연구들은 시공 당시의 기온에 따른 지반특성을 반영하지 못하였으며 상온에서 다져진 지반을 대상으로 실시되었다. 그러나 동절기 다짐의 경우 상온에서의 다짐과는 다른 지반상태를 나타낼 것으로 예상되며, 그에 따른 동결 융해로 인한 강도 및 변형 특성 또한 다르게 나타날 것으로 판단되나 이를 고려한 연구는 아직까지 전무한 상황이다. 따라서 본 연구에서는 $-3^{\circ}C$와 $-8^{\circ}C$에서 주문진 표준사에 카올리나이트를 0%, 5%, 10%, 15%의 중량비로 혼합하여 다짐시험을 실시하였으며, 상온($18^{\circ}C$)에서의 다짐곡선과 비교하여 온도 및 세립분 함량에 따른 다짐 효과를 살펴보았다. 시험 결과, 동결 온도에서 다짐 시 최대건조단위중량이 감소하는 경향을 보였으며, $-8^{\circ}C$ 이하에서 다짐 시공 시 시방서의 다짐기준을 만족하지 못하는 것으로 나타났다.

• 한국측량학회지
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• 제23권3호
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• pp.293-301
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• 2005

산악지역을 지나가는 도로계획의 경우 그 특성상 절토 및 터널구간을 시공하게 되고, 겨울철에는 일정 구간에 일조가 적게 나타나고 음영이 오래 지속되어 결빙구간이 발생함으로써 교통안전에 주의되고 있다. 본 연구는 GIS를 이용하여 도로의 노선계획시 예상되는 일조영향을 평가하고 예상되는 노면결빙구간을 추출하여 도로 안정성 확보에 대안을 제시하고자 한다. 동해고속도로중 약 290구간을 선정하여 설계도면 자료의 수치 변환을 통하여 3차원 지형표면을 생성한 후 동일좌표체계의 도로선형자료를 반영하여 3차원 도로 모델링을 생성하였다. 동지시 태양의 궤적에 따른 도로 노면상의 음영시간을20분 간격으로 설정하여 일조영향지역을 시각화하고 이음영지역들을 수동 벡터라이징하여 폴리곤화하였다. 이 음영구간의 도형 및 속성자료를 지오데이터베이스로 구축하고 GIS의 공간분석중 중첩기능을 이용하여 결빙예상구간을 추출하였다. 또한 온도, 강수량, 적설량 및 습도 등의 동절기 기상자료를 함께 분석하여 노면결빙위험 구간을 보다 효과적으로 파악함으로써 기본설계시 반영하는 사전 안정성 평가의 대안으로 사용할 수 있을 것이다.

• 한국농공학회논문집
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• 제53권3호
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• pp.83-91
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• 2011

This study aimed to investigate the engineering and environmental characteristics of phosphogypsum-cement-soil mixtures composed of phosphogypsum, soil, and a small amount of cement was analysed on the basis of the unconfined compression test, the tensile strength test, the freezing and thawing test, the wetting and drying test, SEM and EDS analysis, XRD analysis and Leaching test. The specimens were manufactured with soil, cement and phosphogypsum. The cement contents was 10 %, and the phosphogypsum contents was 10, 20, 30, and 40 % by the weight of total dry soil. Each specimen was manufactured after curing at constant temperature and humidity room for 3, 7 and 28 days, after which the engineering characteristics of phosphogypsum-cement-soil mixtures were investigated using the unconfined compression test, the tensile strength test, the freezing and thawing test, the wetting and drying test. The basic data were presented for the application of phosphogypsum-cement-soil mixtures as construction materials. To investigate the environmental characteristics, leaching test was performed and the leaching test results were far below than of regulatory requirement of Waste Management Act in Korea. Therefore the results show that phosphogypsum is environmentally safe and can be used as construction materials in environmental aspect.