• Journal of the Speleological Society of Korea
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• v.30 no.31
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• pp.98-103
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• 1992

중국의 동굴이라 하면 석회동굴이 주로 된다. 국토가 넓기 때문에 중국 본토의 화북, 화남 지방에 분포하고 있는 석회암 대지는 대우 넓게 발달하고 있다. 따라서 이 지역에 많은 동굴들이 있을 것으로 추측되어지고 있으나 아직까지 자연동굴 그대로 방치한 상태이고, 이 동굴의 학술적이고 학문적인 방향에서의 용도로 시행되고 있지 않는 것이 사실이다.(중략)

• The Science & Technology
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• v.33 no.3 s.370
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• pp.62-65
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• 2000

기상관측에 의한 일기예보가 수치예보로 발전하면서 정확도가 획기적으로 향상되고 있다. 인류가 기원전부터 실시해온 일기예보는 하늘의 징조를 보고 예측하는 한 지점 관측시대, 여러 지역의 관측을 수집하여 예측하는 지상 일기도시대, 대지의 상공까지 관측하는 업체 분석시대를 거쳐 오늘날의 수치 예보시대로 발전한 것이다. 수치예보를 실행하기 위해서는 방대한 조직과 예산, 인원이 필요하며 한나라의 힘만으로는 불가능하여 국가간의 협력이 이루어져야 한다.

• Journal of the Speleological Society of Korea
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• v.36 no.37
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• pp.114-117
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• 1994

오대연지는 중국 흑룡강성의 덕도현 경내에 자리잡고 있는 화산지역이다. 본 지역에는 제4기 이래에 형성된 화산들이 많이 분포되어 있는데 그 중심부위에는 구슬 모양으로 된 다섯개 못이 있기에 오대연지라 한다. 본 지역의 면적은 약800$\textrm{km}^2$가 되는데 지형상에서는 주로 화산추와 용암대지로 이루어져 있다. 화산의 형성시대가 다르고 자연경관이 전형적이기 때문에 국내외에서 자연적인 화산박물관으로 널리 알려져 있다.(중략)

• Korean journal of food and cookery science
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• v.5 no.1
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• pp.53-62
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• 1989

Granular shapes and size, physicochemical properties and gelatinization properties of potato starches from Irish cobber (the dry type), Dejima (the moist type), Shepody and Superior were investigated. The starch granule was round or oval and the size of Irish cobbler and Shepody starch were $11~30\mu\textrm{m}$ and those of Superior and Dejima were$ 21~40\mu\textrm{m}$. Blue value, amylose content, relative crystallinity and density of Irish cobbler were the highest, but that of Dejima were the lowest. Water binding capacity, swelling power, transmittance. peak viscosity and breakdown of amylogram of Superior starch were the highest, but that of Irish cobbler starch were the lowest. Gelatinization temperature of DSC of Irish cobbler starch was the highest, but that of Superior starch was the lowest.

• Journal of The Geomorphological Association of Korea
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• v.24 no.3
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• pp.47-59
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• 2017

This study aims to analyze geomorphologically Jaein Falls in Hantangang Lava Plateau for the landform structure, landform classification, falls dissection and recession. The height and recession length of the Falls are approximately 18m and 340m. after dissection valley arrive at area of the Jijangbong Volcanic Rock Complex of Mesozoic era, the fall will disappear. The structure of the dissection valley shows totally well vertical columnar joint near falls and plunge pool, colluvial talus deposits toward lower reach by the freezing-thawing and wet-dry activities, and alluvial cone and delta in estuary to Hantangang River. The Falls' age date and recession rate in the valley maybe relate to the age of the lava plateau. The estimated recession rate of the fall should be 8.75m/ka to 2.3m/ka, depending on the age 500ka to 40ka in lava plateau.

• Journal of The Geomorphological Association of Korea
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• v.28 no.3
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• pp.27-35
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• 2021

This study tried to reveal incision rate and its change by formation of lava plateau in the Cheorwon-Jeongok area. Incision rates of 0.421 m/ka and 0.101 m/ka in the upper and lower reaches of Hantan-gang, respectively, were calculated from sites before formation of lava plateau. These incision rates indicate that the upper and lower reaches of Hantan-gang have much higher and slightly lower incision rates than streams with similar distances from the Taebaek Mountains. However, sites after formation of lava plateau mostly showed incision rates ranging from 0.5 m/ka to 0.9 m/ka. Streams flowed on the lava plateau revealed 2-3 times higher incision rates than unrelated-streams or paleo-streams to formation of lava plateau did. These results suggest that incision rate in the study area was greatly influenced by formation of lava plateau and resultant geomorphic avulsion with rearrangements of stream.

• Journal of the Korean Society for Railway
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• v.16 no.5
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• pp.358-364
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• 2013

In the second part of the paper, a design strategy for an apartment complex constructed at a railway depot is proposed for vibration reduction purposes. Various design parameters such as the vehicle operating speeds, artificial land behavior, housing support structure, and apartment sub-structures are individually examined to reduce the transmission of vibrations through building structures. Building construction on an artificial land should be subjected to regulations that require the application of a vibration reduction scheme based on the mechanics that govern the vibration transmission phenomena. The implementation of these parameters at an early design stage will provide a quiet living environment for residents who may be exposed to excessive noise and vibration.

• Journal of the Korean Society for Railway
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• v.16 no.5
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• pp.353-357
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• 2013

Property development along railway lines is a critical issue at present. Because various railway lines exist in most large cities, there are numerous properties and open spaces to be developed for communities associated with these lines. The active development of railway properties can be a means to resolve housing shortage problems in cities. In this first part of this paper, noise and vibration levels of an artificial area of land and apartment complex are measured and evaluated to derive a design strategy for vibration reduction purposes.

• 한국가스학회:학술대회논문집
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• 2006.11a
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• pp.191-195
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• 2006

Because of the continuous growth of energy consumption and also the tendency to site gas pipeline and power line along the same route, the close proximity of power lines and buried metallic pipelines has become more and more frequent. The lightning strokes collected by an electric substation or power line tower might cause arcing through the soil to an adjacent gas pipeline. This paper gives the outline of the resistance coupling and the standards of distance between gas pipeline and tower ground.

• Journal of the Korean Institute of Gas
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• v.11 no.1 s.34
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• pp.18-22
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• 2007

The fault current through the earth originated from a power line ground fault might cause arcing through the soil to an adjacent pipeline, which might bring about not only a catastrophic accident such as gas explosion and oil leakage but also a hazard to the safety of workers responsible for the maintenance and repair of the pipeline. In this paper we investigated the arcing phenomena through soil between a power line tower and a pipeline and outlined the standards for the separation distance of a buried pipeline adjacent to the power line tower.