• Proceedings of the Korea Concrete Institute Conference
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• 2001.11a
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• pp.913-918
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• 2001

This paper investigates insulating effects and strength properties of concrete under cold climate carrying out the experiment with insulating forms on the slab member. According to test results, under $-10^{\circ}C$ of outer temperature, the surface of concrete exposed to outer temperature goes below zero after 10hours since exposed. And, the surface of concrete covered with vinyl and blanket goes below zero after 42hours. However, the surface of concrete covered with insulating materials such as polystyrene foam does not drop below zero until 55hours. And, according to coring sample strength test, compressive strength cured with insulation shows much higher strength than no insulation curing condition and vinyl and blanket curing condition.

• Proceedings of the Korea Concrete Institute Conference
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• 2004.05a
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• pp.392-395
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• 2004

When a concrete member is damaged by fire accident, it can lose its strength. And the degradation rate of losing its strength affected by many environmental conditions. But there is few research for equation for strength evaluation of fire-damaged concrete. Besides, it is impossible to destruct structural member from the building for the evaluation. So, I will suggest a new equation for strength evaluation of fire-damaged RC beam using non-destructive test. For this purpose, the researchers are exploring the performance of non-destructive testing methods using Ultrasonic test, Schmidt Hammer test and Coring test against fire damaged concrete specimen.

• Journal of Environmental Science International
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• v.7 no.6
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• pp.889-893
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• 1998

한강, 금강, 낙동강 및 영산강은 우리나라의 4대강으로 남해와 서해로 유입되고 있다. 강 하류인 하구(estuary)는 육지와 해양의 점이지대로서 담수와 해수가 혼합되는 지역이며, 육지로부터 유입된 물질과 해양학적인 상호작용의 결과로 독특한 환경을 유지하고 있다. 하구환경에는 육지의 침식작용과 인간활동 등에 의해 야기된 많은 다양한 물질들이 수계를 통하여 하구에 유입되어 퇴적되고 있다. 그러나 인구 급증과 급격한 산업화와 도시화에 기인된 오염물질의 하천유입은 우리나라의 주요 하천인 한강, 낙동강, 금강 및 영산강을 포함하여 크고 작은 강과 하천들을 오염시켜 사회ㆍ경제적으로 큰 문제를 야기하고 있는 실정이다.(중략)

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 2006.11a
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• pp.105-106
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• 2006

현재 투명 전도성 산화물로 널리 사용되고 있는 ITO등의 물질들이 갖는 문제점을 해결하기 위하여 ZnO 에 Ga이나 Al등의 불순물을 첨가하여 투명 전도성 재료로써 이에 대한 연구가 진행중에 있다. 본 연구에서는 RF 마그네트론 스퍼터법으로 Al이 첨가된 ZnO:Al Ceramic 타겟으로 Coring 1737 유리기판과 파손의 우려가 적고 유연성을 갖는 $25{\mu}m$ 두께의 polyimide(PI) 기판위에 박막을 증착하여 특성을 비교 조사하였다.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 2006.11a
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• pp.199-200
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• 2006

Transparent conductive alum mum-doped ZnO (AZO) films have been prepared on polycarbonate (PC), Coring 7059 and Quartz substrates by DC sputtering method at room temperature. Films deposited was evaluated about spectra of X-ray diffraction and transmittance and characteristics of films deposited as kind of substrate was compared. Films deposited showed (002) orientation and all AZO films are transparent over 80% within the visible wavelength region.

• Proceedings of the Korean Geotechical Society Conference
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• 2005.03a
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• pp.687-696
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• 2005

Safety diagnosis was conducted to evaluate the long-term stability evaluation of power transmission tower of which deformation of the upper structural elements occurred. To assess the cause of the structural deformation, field investigation including BIPS, down-hole test, concrete pile coring and finite element analysis were carried out. From these studies, the major cause of deformation was found due to the heavily fractured layer and weathered soil topography at the pile tip area. The cement-milk grouting method was proposed to reinforce these weak zone around the pile tip area. Also, the increase of cross-section and stiffness for steel members of upper tower structures was suggested. Instrumental monitoring was proposed as well to verify reinforcing effect.

• 한국지구물리탐사학회:학술대회논문집
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• 2003.11a
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• pp.464-469
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• 2003

The traditional and still most widely used, test methods for concrete structures are destructive method, such as coring, drilling or otherwise removing part of the structure to permit visual inspection of the interior. While these methods are highly reliable, they are also time consuming and expensive, and the defects they leave behind often become focal point for deterioration. In this study, tomography by theoretical inversion method in case of elastic wave using impact-echo method among concrete non-destruction test method was made. Taken model experiments are theoretical inversion method and time domain and frequency domain test on pier test model at laboratory level. Also experiment concerning frequency domain on 3 kinds of tunnel model with I-dimension form was carried out.

• Proceedings of the Korean Geotechical Society Conference
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• 2001.03a
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• pp.97-104
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• 2001

The magnitude and the orientation of in-situ stresses contribute to ground displacement and stresses in the field of underground space. This paper investigates in-situ stresses at various depth on the basis of 392 data which were determined by over-coring and hydro-fracturing test methods in the Korea peninsula. The result shows that in-situ stress distribution are more or less non-uniform through the Granite and Gneiss sub-area, and that the K-value in the Volcanic sub-area are below 1 at the deep depth. Also, the result of three dimensional numerical analyses of tunnel shows that the direction and magnitude of displacement around tunnel are much effected by the stress difference between the maximum and the minimum horizontal stress.

• Journal of the korean society of oceanography
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• v.34 no.3
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• pp.179-183
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• 1999

A light-weight multiple piston corer to meet increasing coring needs in areas where R/V access is limited, is designed and discussed. Hydraulically-damped and spring-driven piston system not only virtually undisturbed surface sediments but also facilitate the recovery and subsequent operation including pore water extraction and core slicing on board the ship. It is designed as compact, light-weight and easy to dissemble that whole gear can be carried by small passenger vehicle yet it permits thick-walled core tube for thermal insulation or large opening core tubes. Because single spring instead of heavy weights of conventional gravity-driven multiple corers is used, this device is very simple and cheap to construct.

• Proceedings of the Korea Concrete Institute Conference
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• 1996.10a
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• pp.380-386
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• 1996

This paper presents the history of heat hydration and the core strength of underwater non-segregation concrete. Three types of cements including Type I, Type V and low-heat cement have been used to make the mass specimens for measurement of heat of hydration and also for coring. Two environments of ambient and underwater conditions have been accounted for the comparison of producing the heat of hydration and for the assessment of core strength in respect to the test specimens made under normal practice.