• 복식
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• 제59권1호
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• pp.47-59
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• 2009

This paper aimed at the development of face covers which is face protection articles for blocking UV rays and yellow sands, with a view to assist the further activation of outdoor life. The four-stage design process of field study, design, design evaluation, final selection of designs was set up for the effective product development. Field study included on-line and off-line market survey on the products for sale in market and observation on those wearing face covers. Depth interviews were done to know consumer understandings and satisfaction levels for current face covers. The results of market survey showed that most of the face covers currently in the market were mask types, which were produced for the blocking of dust and yellow sands rather than UV ray protection. The major clients of the mask were the women in their 30's-50's and the designs for these clients were very limited. Since the number of younger women and men enjoy the outdoor sports has increased, the face covers for these people should be developed. For this purpose, the direction of new face cover design had 2 points: diversification of design in terms of color, material, shape and giving seasonal differences. 12 designs were designed on the first design stage, but after both wearing test by 16 testees and UV ray blocking test to evaluate these designs, 6 face cover designs were finally selected.

• Geomechanics and Engineering
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• 제28권3호
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• pp.265-281
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• 2022

A set of slurry shield test system capable of cutter cutting and slurry automatic circulation is used to investigate the deformation characteristics, the evolution characteristics of support resistance and the distribution and evolution process of earth pressure during excavating and collapsing of slurry shield tunneling in circular-gravel layer. The influence of cover-span ratio on surface subsidence, support resistance and failure mode of excavation face is also discussed. Three-dimensional numerical calculations are performed to verify the reliability of the test results. The results show that, with the decrease of the supporting force of the excavation face, the surface subsidence goes through four stages: insensitivity, slow growth, rapid growth and stability. The influence of shield excavation on the axial earth pressure of the front soil is greater than that of the vertical earth pressure. When the support resistance of the excavation face decreases to the critical value, the soil in front of the excavation face collapses. The shape of the collapse is similar to that of a bucket. The ultimate support resistance increase with the increase of the cover-span ratio, however, the angle between the bottom of the collapsed body and the direction of the tunnel excavation axis when the excavation face is damaged increase first and then becomes stable. The surface settlement value and the range of settlement trough decrease with the increase of cover-span ratio. The numerical results are basically consistent with the model test results.

• 한국의류학회지
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• 제23권1호
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• pp.22-29
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• 1999

This paper descrived the changes of peel strength wrinkle recovery and dimensional stability after fusing 4 different wool face fabrics with 3 different fusible interlinings. The fusing condition was conducted by fusing press machine under 4kg.f/cm2 at 15$0^{\circ}C$. To determine the effect of the varous physical properties of the fused fabrics face fabrics and interlinings on the peel strength wrinkle recovery and dimensional stability(hygral expansion and relaxation shrinkage) of fused fabrics correlation among the KES values of fused fabrics face fabrics and interlinings to the peel strength rinkle recovery and dimensional stability of fused fabrics were expeerimentally analyzed,. As the results the peel strength was mainly influenced by the cover factor of face fabric and interlinings. After fusing wrinkle recovery and hygral expansion were decreased. The cover factor wrinkle recovery weight thickness shear rigidity and frictional properties of face fabric and the thickness of fused fabrics were not influence to the wrinkle recovery of fused fabrics. In addition the dimensional stabilities of fused fabrics were mainly influenced by the tensile and frictional properties of the wrinkle recovery of fused fabrics. In addition the dimensional stabilities of fused fabrics were mainly influenced by the tensile and frictional properties of the face fabrics.

• 지질공학
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• 제24권1호
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• pp.137-146
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• 2014

연구지역의 지질은 흑색천매암, 석회암 및 함역천매암과 중생대 관입안인 흑운모화강암과 석영반암으로 구성되어 있다. 이 중 흑색천매암이 분포하는 구간에서 건설 중인 도로 사면에서 절토사면 현황도(face map)를 4월부터 6월까지 3개월간 작성하였으며 이때 탄질슬레이트 분포지 부근을 포함 사면 내에는 3-4개소에서 사면붕괴와 산 정상부에는 최고 3 m의 변위를 보이며 움직이고 있음이 확인 되었다. 사면 붕괴의 원인은 엽리 및 단층 등의 불연속면의 경사방향이 사면의 경사방향과 일치하는 곳에서 붕괴가 발생하였고 탄질 슬레이트는 빗물을 머금을 때 팽창성을 가짐도 붕괴가 일어나는 원인이다. 반면 본 사면의 도로 맞은편 사면에서는 같은 암상 및 지질구조 조건을 가지고 있으나 엽리 및 불연속면들의 경사 방향이 사면의 경사 방향과 반대방향이므로 안정된 사면을 유지하고 있다. 사면의 붕괴가 일어난 곳에서 안정화를 위해 절개 후 복구(cut and cover) 방법으로 도로의 양쪽 사면 사이 도로 상에 터널 구조물을 설치하여 절개식 터널(cut and cover tunnel)을 시공하였으며 시공 후 사면은 안정화 되었다.

• 한국터널지하공간학회 논문집
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• 제18권5호
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• pp.499-509
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• 2016

최근들어 지하공간의 활용이 빈번해지면서 도심지 터널의 수요가 급증하고 있다. 토피가 얕고 연약한 지반에 시공되는 도심지 터널에서는 굴진면에서 다양한 형태의 굴진면 변위가 발생할 수 있으며 이로 인해 터널이 3차원 거동하여 종방향 하중전이의 영향이 클 수 있다. 굴진면에서는 분할 굴착, 토피, 지반의 불균질성 등에 의해 다양한 형태의 변위가 발생할 수 있고, 이에 따라 지반의 이완형태는 물론 주변지반으로 전이되는 하중의 분포 형태와 크기가 다양하게 나타날 수 있다. 따라서 본 연구에서는 터널 굴진면의 변위거동을 등변위, 상부 큰 변위, 하부 큰 변위로 이상화하여 모형시험을 수행하였으며, 이를 분석하여 굴진면의 변위와 터널 상부 지반의 종방향 하중 전이를 집중적으로 연구하였다. 연구 결과 굴진면의 변위형태에 따라 굴진면에 작용하는 토압은 물론 터널 종방향으로 전이되는 하중의 크기와 분포형태가 다르게 나타났다. 터널 종방향으로 전이되는 하중의 크기는 굴진면 변위가 등변위 형태일때에 가장 크고 하부 큰 변위 형태일때와 상부 큰 변위 형태일때의 순서로 작아졌다. 또한 토피고가 낮아지면 터널 종방향 하중전이가 굴진면 근접부에 집중되어 발생되지만 토피고가 일정값 이상으로 커지면 하중전이 영역이 넓어지는 것으로 나타났다.

• KCI Concrete Journal
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• 제13권2호
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• pp.19-25
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• 2001

A simple expression to predict bond strength of reinforcing bars with rib deformation to the surrounding is derived for the case of splitting bond failure. Finite element analysis is used to model the confining behavior of concrete cover. The roles of the interfacial properties, specifically, the friction coefficient, cohesion, the relative rib area and the rib face angle are examined. Values of bond strength obtained using the analytical model are in good agreement with the bond test results from the previous studies. The analytical model provides insight into interfacial bond mechanisms and the effects of the key variables on the bond strength of deformed bars to concrete. Based on the comparison between the analytical results and the test results, the values of cohesion, coefficient of friction, and the effective rib face angle are proposed.

• 한국의류학회지
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• 제31권11호
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• pp.1586-1597
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• 2007

This study is an attempt to examine fashion elements appearing in the cover-page design of fashion magazines published in Korea and aims to find Korea#s own fashion identity in fashion styling and designing of those fashion magazines. In order to do so, the study reviewed the related literature and analyzed the issues of Vogue and Harper#s Bazaar magazines published between 2004 and 2006. The results of the study can be summarized as follows: In case of fashion photographs, the largest number of 72 sampled cover-model photographs is in approximately three-quarter cut size. For the items, most take the form of one-piece dress and feature the use of a variety of accessories. In case of dresses, most are the creations of foreign designers and famous fashion models or celebrities show up, mostly alone, as features on the cover pages. Because of the nature of fashion magazines, their primary emphasis is put on the dress among other things, but on the other hand some of those magazines have differential cover pages where the model#s face is highlighted with the look of makeup or a famous female actress stands out. However, the fashion in designing the cover pages of magazines is, rather than to show the dress itself, to create a new combination of different elements as total fashion or convey an image based on such a fashion style.

• International Journal of Computer Science & Network Security
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• 제22권6호
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• pp.319-331
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• 2022

The latest global COVID-19 pandemic has made the use of facial masks an important aspect of our lives. People are advised to cover their faces in public spaces to discourage illness from spreading. Using these face masks posed a significant concern about the exactness of the face identification method used to search and unlock telephones at the school/office. Many companies have already built the requisite data in-house to incorporate such a scheme, using face recognition as an authentication. Unfortunately, veiled faces hinder the detection and acknowledgment of these facial identity schemes and seek to invalidate the internal data collection. Biometric systems that use the face as authentication cause problems with detection or recognition (face or persons). In this research, a novel model has been developed to detect and recognize faces and persons for authentication using scale invariant features (SIFT) for the whole segmented face with an efficient local binary texture features (DLBP) in region of eyes in the masked face. The Fuzzy C means is utilized to segment the image. These mixed features are trained significantly in a convolution neural network (CNN) model. The main advantage of this model is that can detect and recognizing faces by assigning weights to the selected features aimed to grant or provoke permissions with high accuracy.

• 디지털산업정보학회논문지
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• 제12권4호
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• pp.107-114
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• 2016

Recently, 3D related technology has become a hot topic for IT. 3D technologies such as 3DTV, Kinect and 3D printers are becoming more and more popular. According to the flow of the times, the goal of this study is that the general public is exposed to 3D technology easily. we have developed a web-based application program that enables 3D modeling of facial front and side photographs using a mobile phone. In order to realize 3D modeling, two photographs (front and side) are photographed with a mobile camera, and ASM (Active Shape Model) and skin binarization technique are used to extract facial height such as nose from facial and side photographs. Three-dimensional coordinates are generated using the face extracted from the front photograph and the face height obtained from the side photograph. Using the 3-D coordinates generated for the standard face model modeled with the standard face as a control point, the face becomes the face of the subject when the RBF (Radial Basis Function) interpolation method is used. Also, in order to cover the face with the modified face model, the control point found in the front photograph is mapped to the texture map coordinate to generate the texture image. Finally, the deformed face model is covered with a texture image, and the 3D modeled image is displayed to the user.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.111-116
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• 2003

Instrumentation system in Concrete Face Rockfill Dam(CFRD) can give special attention to the deformation characteristics of the rockfill and behavior of the concrete membrane during construction, reservoir filling and subsequent phase of operation. It also contains data about vertical and transversal compressibility moduli of the rockfill, deflections in the concrete slab, and draws comparisons with other concrete face rockfill dams of recent construction. In this paper, the internal deformation data from D dam monitored by means of hydrostatic settlements cells are analyzed. Observations cover the construction stage, reservoir filling and up to March 1991. The above method can be concluded D dam was well constructed and maintained.