• 한국터널지하공간학회 논문집
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• 제11권4호
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• pp.419-425
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• 2009

최근에 저토피 및 터널 갱구부에 반개착식 공법을 적용하여 구조적인 안전성과 자연친화성을 높인 사례가 증가하고 있다. 반개착식 공법은 저토피구판에시 원지반을 터널 천단아치에 해당하는 기초까지만 굴착하고 아치형 구조달을 설치하여 복토한 후에 터널하반을 굴착하여 기존 개착공법에서 발생되는 지반 과다절취에 따른 대절토 비탈면 발생과 굴착면 보강에 따른 고비용과 불안정성 증대 문제를 해결할 수 있는 공법이다. 본 논문에서는 저토피 구간에서 반개착식으로 굴착한 Braced Rib Arch의 거동에 대하여 연구하였다. 아치형구조물의 Rib Arch는 지간이 1.8 m인 아치형 강재를 간격재는 목재를 사용하였으며 1:10의 축척으로 4.0 m(폭)$\times$3.3 m(높이)$\times$4.0 m(연장)의 크기를 가진 대형토조에서 실험을 수행하였다. 모형실험결과 아치형 구조물에 작용하는 성토하중은 기존 개착터널에서 사용하는 하부구조물의 폭에 해당하는 상부토체의 크기보다 작은 것으로 나타났다.

• Korean Journal of Acupuncture
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• 제22권4호
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• pp.175-185
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• 2005

Objective : The skill of locating acupoints accurately is an essential part of acupuncture treatment. Bone-scale has been used as a basic coordinates to locate acupoints and has been considered as an important factor of locating acupoints. This study was designed to stress the impotance of QieXunMenAn, which means pressing and rubbing softly the surface around the part pointed with proportional method, in locating acupoints. Methods and results : All expressions related with QieXunMenAn, among the descriptions of acupoint locations in ${\ulcorner}Zhenjiudacheng{\lrcorner}$, were investigated. The activity of QieXunMenAn has been regarded as an important method of locating acupoints since Neijing. QieXunMenAn means pressing and rubbing softly the surface around the part pointed with proportional method. It is a process of locating acupoint in detail by finger-sensation after locating the point with proportional method. Xianzhang, Dongmaiyingshou, and Wanwanzhong have been used to describe how to locate acupuncture-point through QieXunMenAn procedure. Xianzhong means a small depression or a pit on the surface of the body. Wanwanzhong describes that it feels very soft and tender. Descriptions related with QieXunMenAn procedures were found in around 87% of acupoint locations, thus stressing out its procedure. Conclusions : Bone-scale and QieXunMenAn do not mean different methods but the procedures that should be both performed every time when we locate most of the acupoints. Until recently, QieXunMenAn has been paid less attention that it should be. OieXunMenAn as well as bone-scale may be necessary to help locate acupoints accurately.

• 대한화장품학회지
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• 제37권1호
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• pp.1-21
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• 2011

본 총설에서는 나노에멀젼을 제조하기 위한 다양한 유화방법과 나노에멀젼의 화장품 응용에 대해 논의하고자 한다. 나노에멀젼은 입경이 일반적으로 20 ~ 200 nm의 범위에 있으며 입자 분포도 좁은 영역을 보인다. 많은 논문에서 O/W 또는 W/O 나노에멀젼 제조에 있어서 고압을 이용한 분산 방법을 보고하고 있지만 유화과정 중에 일어나는 상전이에 기초한, 응축 또는 저 에너지 유화 방법에 관심이 증가하고 있다. 상 거동 연구 결과에 의하면 나노에멀젼의 입자 크기는 온도나 구성 성분에 의해 유도되는 전상점에서의 계면활성제 상 구조(이중 연속상 마이크로에멀젼 또는 라멜라 액정)에 의해서 지배된다. PIT 방법에 의해서 제조된 나노에멀젼 연구에서 초기 상평형 상태가 단일상인지 다중상인지 관계없이 유화입자의 크기는 마이크로 에멀젼 이중 연속상에 오일이 완전히 가용화됨에 따른다는 것을 보여준다. 나노에멀젼의 안정성은 나노에멀젼의 입자 크기가 작 기 때문에 크리밍, 침전 또는 합일 현상보다 오스트왈드 라이퍼닝에 의해 지배된다. 나노에멀젼은 나노에멀젼 입자를 마이크로 리엑터로 활용하고 모노머를 이용하여 나노 입자를 제조하거나 화장품 등의 유효성분 전달 등에 이용되고 있다. 본 총설에서는 화장품에의 응용에 초점을 맞췄다.

• 한국결정성장학회지
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• 제26권4호
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• pp.131-134
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• 2016

Czochralski 법으로 성장한 RE : YAG ($RE=Nd^{3+}\;,Er^{3+}\;,Yb^{3+}$) 단결정의 표면 결함을 측정하는 chemical polishing 및 etching 조건에 대하여 조사하였다. 최적의 chemical polishing 조건은 시편을 수직 방향으로 고정하고 85 % $H_3PO_4$ 용액에서 $330^{\circ}C$, 30분 동안 진행한 것이었다. 또한 최적의 chemical etching 조건은 85 % $H_3PO_4$ 용액에서 $260^{\circ}C$, 1시간 동안 진행한 것이었고, (111) 면에 $70~80{\mu}m$ 크기의 삼각형 etch pit들이 관찰되었다. 결함 밀도 분석 결과, Nd(1 %) : YAG는 $1.9{\times}10^3$개/$cm^2$, Er(7.3 %) : YAG는 $4.3{\times}10^2$개/$cm^2$, Yb(15 %) : YAG는 $5.1{\times}10^2$개/$cm^2$로 측정되었다.

• 대한소아치과학회지
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• 제33권1호
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• pp.70-76
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• 2006

본 연구에서는 치면열구전색제 중합 후 표면의 미반응 모노머 층을 임상에서 이용할 수 있는 다양한 방법으로 제거하고, 고성능 액체 크로마토그래피를 이용하여 미반응 모노머를 정량분석 함으로써 미반응 모노머의 제거효과를 비교 평가하고자 하였다. 표면처리 방법에 따라 광중합 후 표면을 어떤 처리도 시행하지 않은 군을 대조군, 증류수로 10초간 세척한 군을 I군(Group I), 75% 알콜에 젖은 면구로 10초간 문지른 군을 II군(Group II), 퍼미스와 러버컵을 이용하여 10초간 처리하고 증류수로 가볍게 세척한 군을 III군(Group III)으로 분류하였다. 표면처리 후 각각의 시편을 3차 증류수에 넣은 후 $37^{\circ}C$ 항온수조에서 10분간 보관한 후 각각의 용리액을 HPLC를 이용하여 정성 및 정량 분석하여 다음과 같은 결과를 얻었다. 1. 표면처리를 하지 않은 군과 표면처 리를 시행한 모든 군에서 TEGDMA를 제외한 어떠한 모노머들도 검출되지 않았다. 2. 표면처리를 한 모든 군은 표면처리를 하지 않은 군에 비하여, 용리되는 모노머량이 유의할 만하게 감소하였다(P<0.05). 3. 퍼미스와 러버컵을 이용해 표면처리한 군에서 잔존 모노머 제거효과가 다른 군에 비해 유의성 있게 높았다(P<0.05).

• Structural Engineering and Mechanics
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• 제57권1호
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• pp.1-20
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• 2016

On the basis of the geological conditions of high and steep mountainous slope on which an exit portal of an express railway tunnel with a bridge-tunnel combination is to be built, the composite structure of the exit portal with a bridge abutment of the bridge-tunnel combination is presented and the stability of the slope on which the express railway portal is to be built is analyzed using three dimensional (3D) numerical simulation in the paper. Comparison of the practicability for the reinforcement of slope with in-situ bored piles and diaphragm walls are performed so as to enhance the stability of the high and steep slope. The safety factor of the slope due to rockmass excavation both inside the exit portal and beneath the bridge abutment of the bridge-tunnel combination has been also derived using strength reduction technique. The obtained results show that post tunnel portal is a preferred structure to fit high and steep slope, and the surrounding rock around the exit portal of the tunnel on the high and steep mountainous slope remains stable when rockmass is excavated both from the inside of the exit portal and underneath the bridge abutment after the slope is reinforced with both bored piles and diaphragm walls. The stability of the high and steep slope is principally dominated by the shear stress state of the rockmass at the toe of the slope; the procedure of excavating rockmass in the foundation pit of the bridge abutment does not obviously affect the slope stability. In-situ bored piles are more effective in controlling the deformation of the abutment foundation pit in comparison with diaphragm walls and are used as a preferred retaining structure to uphold the stability of slope in respect of the lesser time, easier procedure and lower cost in the construction of the exit portal with bridge-tunnel combination on the high and steep mountainous slope. The results obtained from the numerical analysis in the paper can be used to guide the structural design and construction of express railway tunnel portal with bridge-tunnel combination on high and abrupt mountainous slope under similar situations.

• Geomechanics and Engineering
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• 제32권1호
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• pp.111-123
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• 2023

The slope of an open cut tunnel is located above the exit of the Leijia tunnel on the Changgan high-speed railway. During the excavation of the open cut tunnel foundation pit, the slope slipped twice, a large landslide of 92500 m³ formed. The landslide body and unstable slope body not only caused the foundation pit of the open cut tunnel to be buried and the anchor piles to be damaged but also directly threatened the operational safety of the later high-speed railway. Therefore, to study the stability change in the slope of the open cut tunnel under heavy rain and excavation conditions, a 3D numerical calculation model of the slope is carried out by Midas GTS software, the deformation mechanism is analyzed, anti-sliding measures are proposed, and the effectiveness of the anti-sliding measures is analyzed according to the field monitoring results. The results show that when rainfall occurs, rainwater collects in the open cut tunnel area, resulting in a transient saturation zone on the slope on the right side of the open cut tunnel, which reduces the shear strength of the slope soil; the excavation at the slope toe reduces the anti-sliding capacity of the slope toe. Under the combined action of excavation and rainfall, when the soil above the top of the anchor pile is excavated, two potential sliding surfaces are bounded by the top of the excavation area, and the shear outlet is located at the top of the anchor pile. After the excavation of the open cut tunnel, the potential sliding surface is mainly concentrated at the lower part of the downhill area, and the shear outlet moves down to the bottom of the open cut tunnel. Based on the deformation characteristics and the failure mechanism of the landslides, comprehensive control measures, including interim emergency mitigation measures and long-term mitigation measures, are proposed. The field monitoring results further verify the accuracy of the anti-sliding mechanism analysis and the effectiveness of anti-sliding measures.

• Journal of Korean Society for Atmospheric Environment
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• 제22권E2호
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• pp.78-88
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• 2006

In order to study the characteristics of cloud, a real-scale experiment for cloud generation was carried out using an extinct vertical mine (430 m height) located in the northeastern Honshu, Japan. The dry particles generated from the three-step concentrations of NaCl solutions were used for cloud generation. The number size distributions of initial dry particles and cloud droplets were monitored by Scanning Mobility Particle Sizer (SMPS) and Forward Scattering Spectrometer Probe (FSSP) at bottom and upper sites of pit, respectively. The polymeric water absorbent film (PWAF) method was employed to measure liquid water content ($W_L$) as a function of droplet size. Moreover the chemical properties of individual droplet replicas were determined by micro-PIXE. The CCN number concentration shows the lognormal form in dependence of the particle size, while the number size distributions of droplets are bimodal showing the peaks around $9{\mu}m$ and $20{\mu}m$ for every case. In comparison to background mineral particles, right shifting of size distribution line for NaCl particles was occurred. When NaCl solutions with three-step different concentrations were neulized, $W_L$ shows the strong droplet size dependence. It varied from $10.0mg\;m^{-3}$ up to $13.6mg\;m^{-3}$ with average $11.6mg\;m^{-3}$. A good relationship between $W_L$ and cloud droplet number concentration was obtained. Both chemical inhomogeneities (mixed components with mineral and C1) and homogeneities (only mineral components or C1) in individual droplet replicas were obviously observed from micro-PIXE elemental images.

• 한국해양공학회지
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• 제1권1호
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• pp.104-110
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• 1987

Fatigue tests by axial loading (R = 0.05) were carried out to investigate fatigue crack growth characteristics of small surface cracks in 2 1/4 Cr-1 Mo steel at room temperature by using flat specimens with a small artificial pit. All the data of the fatigue crack growth rate obtained in the present test are determined as a function of the stress intensity factor range about a semi-elliptical crack, so that the application of linear fracture mechanics to the surface fatigue crack growth and to the fatigue crack growth into depth, and all the data obtained from tests were discussed in comparison with the data of Type 304 stainless steel and two type of mild steel under the same test conditions. The obtained results are as follows: 1)When the cycle ratios are same, surface fatigue crack length and its depth are almost same and fall within a narrow scatter band in spite of different stress levels. 2)Relations of the surface fatigue crack growth rate (da/dN) and fatigue crack growth rate into depth (db/dN) to its stress intensity factor range ($\Delta K_{Ia}, \Delta K_{Ib}$) can be plotted as a straight line at log-log diagram without dependence of stress level and coincide with the data of part-through crack in various steels.

• 대한조선학회논문집
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• 제43권4호
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• pp.467-475
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• 2006

Fatigue strength of hull structural steel plate, extracted from longitudinal bulkhead of a 17-year-old ore/oil carrier for renewal, was investigated in air and in artificial seawater condition. The surface of the plate was covered with corrosion pits and they proved to be crack initiation sites by fractography using SEM. From this research, it was found that the evaluation method for fatigue strength of virgin mild steel plates in air and in artificial seawater can also be applied to the evaluation of the fatigue strength of mild steel plates those were long-term exposed to a corrosive environment and their surfaces had been rusted intensively.