• 대한화장품학회지
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• 제33권2호
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• pp.99-104
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• 2007

피부장벽 기능은 중요한 피부 기능 중 하나로 각질층과 표피층은 다른 피부층 보다 이러한 기능에 있어 큰 역할을 담당하고 있는 것으로 여겨지고 있다. 각질층은 표피 기저층에서부터 표피세포가 위층으로 올라오면서 분화의 과정을 거쳐 형성되게 된다. 이러한 분화 과정은 피부 표면에서 완성되게 되며 지속적으로 올라오는 새로운 각질로 대체되게 되어 건강한 방어막을 형성하게 된다. 본 연구는 tape stripping에 따른 깊이별 여러 인자들의 변화를 살펴봄으로써 각질층의 각 부분의 역할에 대해 살펴보고자 하였다. 피부 표면 수분량에 있어서는 각질층 중 위쪽에 위치하고 있는 uppermost stratum corneum (SC)가 중요한 역할을 하고 있는 것으로 나타났으며 수분증발을 막는 장벽으로써의 역할은 lower SC가 주로 역할을 하는 것으로 나타났다. 그리고 일반적으로 pH는 각질의 산성 pH에서 표피 쪽으로 진행하면서 중성의 pH가 보여지는 것으로 보고되고 있는데 각질층만을 살펴봤을 경우, 아래층으로 내려가면서 오히려 다소 산도가 높아짐을 관찰할 수 있었다. 또한 tape stripping을 통한 각질량 분석에서는 stripping을 거듭할수록 채취되는 각질량도 감소되는 양상을 보여주었다. 본 연구를 통해 수 ${\sim}$ 수십 층으로 구성되는 각질층 중 윗부분은 수분량에, 아래 부분은 장벽으로서의 기능에 있어 역할을 하고 있음을 알 수 있었고 각질층의 깊이가 증가할수록 pH와 각질량은 감소함을 알 수 있었다. 이러한 각질층 내의 위치 차이에 따른 역할에 대한 결과를 통해 화장품 개발에 있어서 다양한 접근이 가능할 것으로 기대되어진다. 또한 본 연구를 통해 각질층도 그 위치에 따라 다른 역할을 담당하고 있음을 간접적으로 알 수 있었고 향후 이러한 점에 초점을 맞춘 특화된 각질 연구도 필요할 것으로 생각되어진다.

• Earthquakes and Structures
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• 제26권3호
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• pp.229-237
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• 2024

This paper studied the subgrade spring stiffness and its influencing factors in the seismic deformation method of circular tunnel. Numerical calculations are performed for 3 influencing factors: stratum stiffness, tunnel diameter and burial depth. The results show that the stratum stiffness and tunnel diameter have great influence on the subgrade spring stiffness. The subgrade spring stiffness increases linearly with stratum stiffness increasement, and decreases with the tunnel diameter increasement. When the burial depth ratio (burial depth/tunnel diameter) exceeds to 5, the subgrade spring stiffness has little sensitivity to the burial depth. Then, a proposed formula of subgrade spring stiffness for the seismic deformation method of circular tunnel is proposed. Meanwhile, the internal force results of the seismic deformation method are larger than that of the dynamic time history method, but the internal force distributions of the two methods are consistent, that is, the structure exhibits elliptical deformation with the largest internal force at the conjugate 45° position of the circular tunnel. Therefore, the seismic deformation method based on the proposed formula can effectively reflect the deformation and internal force characteristics of the tunnel and has good applicability in engineering practice.

• Geomechanics and Engineering
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• 제36권2호
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• pp.131-143
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• 2024

Shield tunneling construction commonly crosses underground pipelines in urban areas, resulting in soil loss and followed deformation of grounds and pipelines nearby, which may threaten the safe operation of shield tunneling. This paper investigated the pipeline deformation caused by double curved shield tunnels in soil-rock composite stratum in Nanjing, China. The stratum settlement equation was modified to consider the double shield tunneling. Moreover, a three dimensional finite element model was established to explore the effects of hard-layer ratio, tunnel curvature radius, pipeline buried depth and other influencing factors. The results indicate the subsequent shield tunnel would cause secondary disturbance to the soil around the preceding tunnel, resulting in increased pipeline and ground surface settlement above the preceding tunnel. The settlement and stress of the pipeline increased gradually as buried depth of the pipeline increased or the hard-layer ratio (the ratio of hard-rock layer thickness to shield tunnel diameter within the range of the tunnel face) decreased. The modified settlement calculation equation was consistent with the measured data, which can be applied to the settlement calculation of ground surface and pipeline settlement. The modified coefficients a and b ranged from 0.45 to 0.95 and 0.90 to 1.25, respectively. Moreover, the hard-layer ratio had the most significant influence on the pipeline settlement, but the tunnel curvature radius and the included angle between pipeline and tunnel axis played a dominant role in the scope of the pipeline settlement deformation.

• 대한화장품학회지
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• 제44권4호
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• pp.455-463
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• 2018

피부의 탄성은 주로 콜라겐, 탄력섬유 등이 풍부한 진피의 영향을 받는다. 하지만, 피부의 가장 바깥층인 각질층의 변화가 피부의 기계적인 특성에 어떠한 영향을 미치는지에 대해선 아직 명확하게 밝혀지지 않고 있다. 이에 본 연구에서는 새롭게 디자인한 시험방법을 통해 피부 깊이별 탄성 특성과 수화과정을 통한 각질층 변화가 피부 탄성 특성에 어떻게 영향을 주는지를 알아보았다. 또한 이 방법을 이용해 얼굴피부와 하박내측 피부의 특성을 비교 평가하였다. 25-40세 연령의 건강한 성인 10명을 대상으로, 피부 깊이별 탄성 특성을 연구하기 위해 $Cutometer^{(R)}$의 음압을 다양하게 설정하여 얼굴피부와 하박내측 피부의 탄성 특성을 측정하여 비교 평가하였다. 음압은 100, 200, 300, 450 mbar로 구분하여 측정하였다. 또한 충분한 수화과정을 통해 각질층의 변화를 유도하고, 다양한 음압 조건에서 피부 탄성 특성을 측정하였다. 그 결과, 음압 조건을 달리함에 따라 피부 깊이에 따른 탄성 특성 측정이 가능함을 확인하였다. 그리고 하박내측 피부의 R7 값은 모든 음압조건에서 얼굴피부보다 통계적으로 유의하게 높았다(p < 0.05). 또한 수화과정에 의한 각질층의 변화는 피부탄성 특성에 영향을 줄 수 있음을 확인하였다. 특히 얼굴피부의 R7 값은 300 mbar 음압조건에서 수화전 상태의 피부에 비해 통계적으로 유의하게 변화하였다(p < 0.05). 그리고 전체적으로 얼굴피부가 하박내측 피부보다 수화과정에 더 크게 영향을 받고 있음을 알 수 있었다. 이러한 결과는 다양한 음압조건과 피부 수화 과정을 활용한다면, 각질층 및 표피층의 변화를 고려한 피부탄력특성을 평가할 수 있는 유용한 시험법이 될 것으로 사료된다.

• 대한한의학원전학회지
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• 제27권4호
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• pp.21-27
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• 2014

Objectives : Among the translations of the verse "Sa-gi is on the upper side, Tak-gi is on the middle side, Cheong-gi is on the under side(邪氣在上, 濁氣在中, 淸氣在下)" in the texts of Miraculous Pivot(靈樞) Nine needles and Twelve sources(九鍼十二原), the meanings of 'Ham-maek(陷脈)' and 'Joong-maek(中脈)' have contradictory versions. Methods : This study will identify the actual meaning of this verse through analysis of the phrase "夫氣之在脈也", followed by examination of the relationship between the meaning of "three-stratum puncture(三刺)" in the chapters Miraculous Pivot Handling needle(官鍼), Miraculous Pivot Jong-si(終始) and the meaning of "刺有三變" of Miraculous Pivot Longevity and character(壽夭剛柔), after which its application in later periods will be discussed. Results : The words 'Sa-gi', 'Tak-gi' and 'Cheong-gi' in the phrase "夫氣之在脈也" of Miraculous Pivot Nine needles and Twelve sources each correspond to the words 'yang pathogens(陽邪)', 'yin pathogens(陰邪)' and 'essence derived from food(穀氣)' of Miraculous Pivot 終始, respectively. Conclusions : The Upper-Middle-Lower of the phrase "夫氣之在脈也" in Nine needles and Twelve sources indicates the three levels of depth, in which 'Sa-gi', 'Tak-gi' and 'Cheong-gi' each dwell. 'Ham-maek' and 'Joong-maek' are categorizations according to the depth of needling.

• Structural Engineering and Mechanics
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• 제18권2호
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• pp.263-276
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• 2004

The purpose of this paper is to determine the subsoil depth affected from the load on the plate resting on elastic foundation using stress distribution within the subsoil that will be occurred depending on the loading and dimension of the plate. An iterative method is developed in order to determine the effective depth of the subsoil under the plate. Numerical examples from the technical literature are solved by means of the method suggested herein and displacements, bending moments and shear forces are presented in graphical and tabular forms to evaluate the effects of the limit depth considered in the study. Results showed the efficiency and simplicity of the present approach for the plate resting on an elastic foundation.

• Interaction and multiscale mechanics
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• 제1권1호
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• pp.157-175
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• 2008

A brief review of the research works on ground vibrations caused by trains moving in underground tunnels is first given. Then, the finite/infinite element approach for simulating the soil-tunnel interaction system with semi-infinite domain is summarized. The tunnel is assumed to be embedded in a homogeneous half-space or stratified soil medium. The train moving underground is modeled as an infinite harmonic line load. Factors considered in the parametric studies include the soil stratum depth, damping ratio and shear modulus of the soil with or without tunnel, and the thickness of the tunnel lining. As far as ground vibration is concerned, the existence of a concrete tunnel may somewhat compensate for the loss due to excavation of the tunnel. For a soil stratum resting on a bedrock, the resonance peak and frequency of the ground vibrations caused by the underground load can be rather accurately predicted by ignoring the existence of the tunnel. Other important findings drawn from the parametric studies are given in the conclusion.

• The Journal of Korean Physical Therapy
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• 제13권3호
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• pp.719-726
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• 2001

Transdermal drug delivery offers various advantages over conventional drug delivery systems, such as avoidance gastrointestinal degradation and hepatic first-pass effect. encourages patient compliance. and possible sustained release of drugs. However, transdermal transport of drugs is low permeability of the stratum corneum, the superficial layer of the skin. Many physicochemical and biological factors influencing transdermal transport is described together with the corresponding experimental and clinical results. Phonophoresis is medical treatment with drugs introduced into the skin by ultrasound energy. Enhanced drug penetration is through to result from the biophysical alterations of skin structure by ultrasound waves. The frequency used for phonophoresis is usually from 20 kHz to 15MHz. Phonophoresis can be categorized in to three ranges: low-frequency range(below 1 MHz). therapeutic frequency range(1 to 3MHz), and high-frequency range(above 3 MHz). The depth of penetration of ultrasound into skin is inversely proportional to the frequency. Cavitation may cause mechanical stress. temperature elevation, or enhanced chemical reactivity causing drug transport. One theory is that ultrasound affects the permeation of the stratum corneum lipid structure as the limiting step in permeating through the skin. The range of indications for phonophoresis is wide. Aspecific classification of the range of indications is obtained by classification of pathological conditions. The continuous research is needed for many interesting issucs of phonophoretic transdermal delivory in new future.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.573-576
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• 2006

The objective of the study is to investigate the depth of penetration of concrete water forced in under pressure. For this purpose, the experiments for the depth of penetration by selecting the factors and levels such as water pressure, pressure time were executed. The flow of water of concrete examined theoretically and experimentally. As a result, It is found that in the case of low water pressure approximately 0.15Mpa or less, the flow is Darcy seepage flow, the same as flow in an ordinary sand stratum, whereas in the case of high water pressure, the flow is diffused seepage flow accompanied by internal deformation of concrete.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.49-56
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• 2005

The negative skin friction on piles, which are installed in currently consolidating soft deposits, creates significant problems on the stability of pile foundations. This study investigated whether or not the pile foundation designs were appropriate in soft deposits with large amount of consolidation settlement. The final settlements of the grounds along the pile depth were estimated by the soil parameters obtained from the laboratory tests and by the field-measured settlement curves, if they were available. The displacement of the piles along the pile depth was estimated by both the load transfer method and the numerical method. Both methods gave similar locations of neutral points and magnitudes of the maximum axial forces. The movements of the ground and the piles were compared to calculate the down drag acting on piles. For the piles whose bearing capacities were less than the design loads including the down drag, slip layer coatings and/or incrementing of the penetration depth into the bearing stratum were proposed to improve the piles capacities.