• 지구물리와물리탐사
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• 제9권3호
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• pp.231-240
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• 2006

화산섬 제주도에서 용암분출에 따른 물리검층 반응특성을 고찰하기 위하여 다양한 물리검층을 수행하였다. 지질조사 목적으로 다양한 물리검층을 수행한 사례가 없어 제주도 지질의 특이성에 대한 이해의 폭이 물리검층 자료의 해석에 매우 중요한 역할을 한다. 제주도의 지하수자원의 체계적인 개발과 보전 목적으로 해안을 중심으로 해수침투관측망을 구축하고 있다. 이들 해수침투관측망 중에서 나공 시추공에 대한 물리검층 결과, 지하수위 하부인 포화대 구간에서의 물리검층 반응은 용암의 누층과 관련된 반응이 뚜렷이 확인되었으며 특히, 중성자검층, 감마-감마(밀도)검층 및 전기비저항검층은 용암유동의 특성을 잘 반영하였다. 수중화산쇄설성퇴적층은 높은 공극률, 낮은 전기비저항과 밀도를 나타냈다. 제주도 지역에서 수행한 물리검층 자료는 지질학적인 특성을 잘 반영하고 있어 물리검층의 적용성이 높은 것으로 판단된다.

• 한국기후변화학회지
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• 제2권4호
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• pp.253-267
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• 2011

본 논문에서는 주로 국내 연구진과 몇몇 타국 연구진에 의해 이루어진 동북아에서의 구름과 에어로졸이 기후변화에 미치는 영향에 대한 연구결과를 요약하였다. 구름과 에어로졸은 현재 기후변화 예측의 불확정성에 기여하는 가장 중요한 인자의 하나로 인식되고 있으며, 서구의 선진국을 중심으로 활발한 연구가 진행되고 있으나, 상대적으로 국내 연구진에 의한 연구는 매우 미흡한 형편이다. 국내 연구진의 연구가 활발한 분야는 에어로졸 물리적, 화학적, 광학적 성질에 대한 지상 관측인데, 대체적으로 동북아 지역은 타 지역에 비해 매우 높은 농도를 가지고 있음을 나타내고 있다. 한편, 구름에 대한 연구는 매우 미흡하여, 위성, 지상 원격 탐사, 수치모형, 항공 관측 등을 이용한 구름 연구가 시급히 요구되는 실정이다.

• 한국안전학회지
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• 제32권4호
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• pp.53-58
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• 2017

The rebound hammer test and the measurement of ultrasonic pulse velocity(UPV) have been widely used for the physical properties & condition evaluation of reinforced & prestressed concrete structures for a long time, but the acoustoelastic effects by the prestressing in the prestressed concrete structures on the rebound number and ultrasonic pulse velocity have not been studied clearly. Therefore, this study investigated the data distribution of the rebound numbers and ultrasonic pulse velocities in reinforced and prestressed concrete slabs of $3000{\times}3000mm$ with a thickness of 250 mm. Also, the Kolmogorov-Smirnov goodness-of-fit test was done in order to identify statistical consistency and reliability. The statistical analysis results show that the rebound number and ultrasonic pulse velocities increased about 1.9% and 2.5%, respectively when prestressing was applied. As expected, the UPV shows better statistical reliability and potential for in situ evaluation than the RB because the RB are more sensitive to testing posture, surface condition, temperature and humidity so on. The experimental data in this study can be used for the condition assessment of reinforced and prestressed concrete structures by the rebound number and ultrasonic pulse velocity.

• 대한화장품학회지
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• 제27권1호
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• pp.119-131
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• 2001

Exposure of the human skin to UV-light can cause sun-tanning, photoaging and even photo-carcinogenesis. Melanin is important in protecting the skin against UV damage, but excessive or uneven melanin production can lead to the formation of freckles and aged spot. Control of hyperpigmentation is becoming even more important as aged population continues to grow. These needs led us to develop effective and safe depigmenting-agent, kojyl 3-aminopropyl phosphate (kojyl-APPA), called Whitegen. The development of whitegen was based on the fact that phosphate group of 3-aminopropyl phosphate can make kojic acid more compatible to the skin membrane and more stable. Instability of kojic acid has been a problem in cosmetic use. The insertion of phosphoester group has been recognized as a powerful tool to improve such physical properties as solubility and stability, because the phosphodiester residue is well characterized as a non-toxic moiety, having a high affinity for cell membranes. Kojyl-APPA showed no tyrosinase inhibition effect compared to kojic acid in vitro, but showed tyrosinase inhibition effect in situ. It means that kojyl-APPA is converted to kojic acid enzymatically in cells. Kojyl-APPA showed the inhibitory activity on melanin synthesis in mouse melanoma and normal humal melnaocytes and also showed long-lasting stability in comparison with its original form (kojic acid). Kojyl-APPA showed depigmenting effects when applied to UVB-induced hyperpigmentated region of guinea pig skin. Based on these results, kojyl 3-aminopropyl phosphate can be used as a safe and effective ingredient for the brightness and cleanness of skin.

• 한국진공학회:학술대회논문집
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• 한국진공학회 2015년도 제49회 하계 정기학술대회 초록집
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• pp.60-60
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• 2015

Nanosheets of graphene and related 2D materials have attracted much attention due to excellent physical, chemical and mechanical properties. Single-layer graphene (SLG) was first synthesized by Blakely et al in 1974 [1]. Following his achievements, we initiated the growth and characterization of graphene and h-BN on metal substrates using surface segregation and precipitation in 1980s [2,3]. There are three important steps for nanosheet growth; surface segregation of dopants, surface reaction for monolayer phase, and subsequent 3-D growth (surface precipitation). Surface phase transition was clearly demonstrated on C-doped Ni(111) by in situ XPS at elevated temperatures [4]. The growth mode was clarified by inelastic background analysis [5]. The surface segregation approach has been applied to C-doped Pt(111) and Pd(111), and controllable growth of SLG has been demonstrated successfully [6]. Recently we proposed a promising method for producing SLG fully covering an entire substrate using Ni films deposited on graphite substrates [7]. A universal method for layer counting has been proposed [8]. In this paper, we will focus on the effect of competitive surface-site occupation between carbon and other surface-active impurities on the graphene growth. It is known that S is a typical impurity of metals and the most surface-active element. The surface sites shall be occupied by S through surface segregation. In the case of Ni(110), it is confirmed by AES and STM that the available surface sites is nearly occupied by S with a centered $2{\times}2$ arrangement. When Ni(110) is doped with C, surface segregation of C may be interfered by surface active elements like S. In this case, nanoscopic characterization has discovered a preferred directional growth of SLG, exhibiting a square-like shape (Fig. 1). Also the detailed characterization methodologies for graphene and h-BN nanosheets, including AFM, STM, KPFM, AES, HIM and XPS shall be discussed.

• 한국지구과학회지
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• 제39권2호
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• pp.154-163
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• 2018

지음향 모델은 수중과 해저 음파의 전파에 영향을 미치는 해저 지층의 물성과 음향 특성을 포함한다. 이 연구는 동해 남서부 내대륙붕에 위치한 울산 해역의 SSDP-105 시추 지점에서 심부 지층의 지음향 모델을 처음으로 제시하였다. 수심 79 m의 연안 퇴적 지층에서 52 m 심도의 3개 지음향 모델을 구성하였다. 지음향 모델은 연구 해역의 SSDP-105 심부시추 코어 자료와 스파커 탄성파 단면 자료에 근거한다. 실제 모델링을 위해, 모델의 지음향 특성값은 Hamilton 모델링 방법을 이용하여 해저면 하부 현장 심도의 특성값으로 보정하였다. 이 지음향 모델은 동해 울산 연안해역에서 심부 지층의 지음향 특성을 반영하는 중 저주파수 지음향/수중음향 실험을 위해 활용될 것이다.

• 한국도로학회논문집
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• 제14권3호
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• pp.49-58
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• 2012

1986년 AASHTO 설계법에서 회복탄성계수를 이용한 다짐관리 기법이 제안된 이후, 국내외에서 경험적 설계법에서 역학적-경험적 설계법으로 전환되고 있다. 10여년의 연구결과 노상 다짐관리는 기존의 다짐도와 평판재하시험에서 평판재하시험 및 소형 충격 재하시험, 동적 콘 관입시험으로 전환되어질 예정이다. 본 연구에서는 노상 재료의 물성치와 구조해석을 통해 한국형 도로포장 설계법에서 제시된 회복탄성계수 예측식을 검증하였으며, 실제 평판재하시험, 소형충격재하시험, 동적 콘 관입시험등의 현장시험을 통해 경험적 모델로 추정된 회복탄성계수와 현장 탄성계수 측정값간의 상관관계식들을 개발하였다. 또한 제안된 상관관계를 이용하여 현장시험을 통한 노상의 다짐관리방안을 제안하였다.

• 한국지진공학회논문집
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• 제18권4호
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• pp.161-170
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• 2014

Newmark-type deformation analysis has rarely been done in Korea due to the popularity of simple pseudo-static limit equilibrium analysis and detailed time-history FE/FD dynamic analysis. However, the Korean seismic dam design code updated in 2011 prescribes Newmark-type deformation analysis as a major dynamic analysis method for the seismic evaluation of fill dams. In addition, a design PGA for dynamic analysis is significantly increased in the code. This paper aims to study the seismic evaluation of four existing large fill dams through advanced FEM/Newmark-type deformation analyses for the artificial earthquake time histories with the design PGA of 0.22g. Dynamic soil properties obtained from in-situ geo-physical surveys are applied as input parameters. For the FEM/Newmark analyses, sensitivity analyses are performed to study the effects of input PGA and $G_{max}$ of shell zone on the Newmark deformation. As a result, in terms of deformation, four fill dams are proved to be reasonably safe under the PGA of 0.22g with yield coefficients of 0.136 to 0.187, which are highly resistant for extreme events. Sensitivity analysis as a function of PGA shows that $PGA_{30cm}$ (a limiting PGA to cause the 30 cm of Newmark permanent displacement on the critical slip surface) is a good indicator for seismic safety check. CFRD shows a higher seismic resistance than ECRD. Another sensitivity analysis shows that $G_{max}$ per depth does not significantly affect the site response characteristics, however lower $G_{max}$ profile causes larger Newmark deformation. Through this study, it is proved that the amplification of ground motion within the sliding mass and the location of critical slip surface are the dominant factors governing permanent displacements.

• 한국농공학회논문집
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• 제64권2호
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• pp.37-45
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• 2022

In-situ pilot experiment was carried out to establish a countermeasure on the soil loss from the hill side uplands that was rehabilitated by soil remediation method nearby abandoned mine sites for 2 years. It was considered that the affect of an inclination of cover surface, a stabilization treatment of cover layer by lime and steel refining slag (SRS) and a vegetation of soil surface as an effect factors in the experiment. It was constructed 4 lysimeters (plots, 22 m long, 4 m width) on the hilly side (37% inclination). One plot was control and two plots was treated by 1% lime and SRS. A remind one plot was modified a inclination to 27% to compare the affect of inclination on the amount of cover soil loss. It was attached a reservior tank and water level gauge in the end of lysimeters to measure the amount of the surface water flow and soil loss. It was also installed the automated sensors that could be collect the precipitation, soil moisture content, tension of cover layer in each plots. It was observed that the event of precipitation were caused the soil loss and it were related the physical and chemical properties of cover soil and inclination of surface layer of plots. During the experiment, it was exceeded the national regulation (50 t/ha/yr) in 37% inclination plots even though it was vegetated on the cover soil surface. However, in 27% inclination plot, it was shown that the amount of soil loss was maintained below the national regulation and, more ever, vegetation could reduce the the amount of soil loss. Therefore it was expected that such results could be applied to the future design of rehabilitation projects on the polluted farmland nearby abandoned mine sites.

• 터널과지하공간
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• 제18권2호
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• pp.125-133
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• 2008

본 고에서는 파쇄대가 존재하는 기반암 상부에 지하차도를 계획하는 경우, 하부지반의 지지력 증대 및 침하량 감소 목적으로 적용할 수 있는 기초 보강공법에 대하여 연구하였다. 보강효과 및 적정 설치간격을 수치해석적으로 예측함으로써 실제 시공시 기초자료로 활용할 수 있도록 하였다. 이를 위해, 충청남도 연기군 지역에서 수행된 시추조사, 물리탐사 및 실내 실험결과 등을 분석하여 그 결과로부터 파쇄대의 물리적, 역학적특성을 파악하고 지하차도의 지내력을 확보할 수 있는 효과적인 보강대책을 검토하였다. 아울러, 보강사례에서 조사된 공법들 중 이중관 고압분사 공법, 삼중관 고압분사 공법, 마이크로 파일 등의 적정 보강심도를 선정하였으며, 수치해석(Plaxis 8.2 프로그램)을 통해 설치간격 등을 변화시켜가면서 동일한 안정성을 기준으로 가장 효과적인 공법의 제원을 비교 검토하였다.