• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.379-380
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• 2010

This study is aimed to investigate performance of the NPP structure. Thus, assess the effects of physical properties of NPP concrete by measure the compressive strength, permeability coefficient and air permeability coefficient.

• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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• 1992.06a
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• pp.60-65
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• 1992

액정은 합성에 의해서 만들어지는 고분자 화합물로서 액체와 고체결정의 중간적인 특성을 갖는 물질이다. 따라서 액체와 같이 점도를 갖고 유동하며 고체와 같이 외부하중에 대하여는 탄성변형을 하므로 일반 윤활유보다 월등한 윤활특성이 기대된다. 액정은 분자배열에 따라 smectics, cholesterics, Nematics의 세종류로 나뉘어지며 Smectics는 다시 Smectic A, Smectic C등으로 분류되며 관심대상은 Smectic A이다. 본 연구에서는 평판 슬라이더 베어링의 간극에 액정층이 형성되어있을때 액정의 탄성계수, 침투계수 및 벌어짐계수가 베어링부하, 액정층의 유동현상등에 미치는 영향을 비선형 유한 요소법을 사용하여 해석하고 레이놀즈 이론해와 비교하였다.

• International Journal of Highway Engineering
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• v.12 no.2
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• pp.115-121
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• 2010

To evaluate the engineering characteristics of aggregate base materials, cyclic triaxial, CBR and permeability tests were performed for 15 samples. The CBR values of aggregate base materials have wide range from 32 to 110(average 81) and the amount of swelling in submerged conditions has below 0.04mm. The Modulus of aggregate base materials were significantly affected by volumetric stress, linear volumetric model was best for fitting. The modulus of aggregate base materials were determined within range of 100MPa~600MPa, 80~270 and 0.1~0.6 for model coefficient $k_1$ and $k_2$ respectively. The empirical correlation model was suggested that prediction the modulus from the basic properties obtained from particle size distribution test and compaction test. The coefficient of determination of the proposed correlation model was 0.423 for model coefficient $k_1$, 0.920 for model coefficient $k_2$ and 0.872 for modulus with stress level.

• Journal of the Korea Concrete Institute
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• v.28 no.1
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• pp.105-113
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• 2016

Most studies on mechanical properties of concrete with recycled aggregate was focused on the concrete with compressive strength of less than 40 MPa. Therefore, this paper concerns the compressive strength and mechanical properties of concrete with compressive strength of greater than 40 MPa containing recycled coarse aggregate (RCA). The experimental parameters were compressive strength level and replacement ratio of RCA. Compressive strength level was 45 and 60 MPa, and replacement ratio of RCA was 30, 50, 70 and 100%. The results of the test were discussed: compressive strength, elastic modulus, split tensile strength and modulus of rupture. Test results of elastic modulus were compared to the design code predictions. The design code predictions for elastic modulus overestimated the experimental results. However, the design code predictions for modulus of rupture were generally in agreement with the measured values.

• Proceeding of EDISON Challenge
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• 2015.03a
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• pp.590-593
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• 2015

항공기 운항 중에 가장 연료가 많이 소모될 때는 순간 고출력이 필요한 이륙 순간이다. 항공기가 이륙시 보다 적은 연료를 이용하여 효율적인 비행을 위해 고양력 장치를 사용하고 있다. 본 연구에서는 항공기가 이륙 시 사용되는 고양력 발생 장치 중 하나인 Slat을 이용하여 Slat의 각도 변화에 따라 가장 효율적인 공력특성을 찾아보았다. Slat의 각도를 $15^{\circ}$, $20^{\circ}$ $25^{\circ}$, $30^{\circ}$로 변화시켜 보면서 공력 특성 값들을 확인한 결과 Slat이 있는 경우 NACA2415만 있는 경우보다 양력계수가 좋아졌으나 Slat 뒷전의 와류에 의해 항력계수가 약간 증가 하는 모습을 보였다. 본 실험 case 중에서는 Slat 각도가 $30^{\circ}$일 때 Slat 뒷전의 와류가 사라져 가장 우수한 공력 특성을 보였다.

• Proceedings of the Korean Information Science Society Conference
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• 2001.10a
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• pp.697-699
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• 2001

본 논문에서는 웨이블릿(wavelet) 계수간의 시각특성을 이용만 새로운 블라인더 워터마킹 기법을 제안 한다. 각 대역별 시각특성을 고려한 워터마크 삽입으로 원 영상의 손실을 최소화하였다. 그리고 여러 영상 처리에 대해 지속적인 관계를 유지하는 계수간의 특성을 이용하여 모든 주파수 대역에 위터마크를 삽입함으로써 강인성을 높였다. 워터마크 추출 시에는 삽입과정에서 이용된 계수간의 상황관계를 이용하여 원 영상 없이도 워터마크를 추출할 수 있다. 실험결과, 제안한 방법의 워터마킹 영상들은 PSNR 측정결과 약 38dB로 비교적 우수함을 보였으며 시각적으로도 손상을 감지하기 어려웠다. 또한, 강인성 검증을 위한 손실압축, 클리핑, 블러링, 샤프닝 등의 영상 변경 후 워터마크 추출에서도 기존방법에 비해 상대적으로 우수한 검출 결과를 보였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.2C
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• pp.83-92
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• 2011

Elastic modulus in rockmass is an important factor to represent the characteristic of rock deformation and is used to estimate the displacement due to tunnel excavation. Nevertheless, the study to estimate the elastic modulus, which condisiders the rock type and joint characteristics (joint shear strength and joint inclination angle), has been done in less frequency. Accordingly, this study is aimed at providing the method to estimate the elastic modulus of rockmass in the various rock and joint conditons and the results grasped from the study. For this purpose, the 2D discrete numerical analysis will be carried out and the displacements due to tunnel excavation will be investigated with the consideration of rock and joint conditions. Then the displacement results will be used to estimate the elastic modulus of rockmass in which rock and joint conditions are considered with the utilization of the elastic theory of circular tunnel. The results of elastic modulus, which considers the conditions of various rock and joint, would be expected to have a great practical use in field.

• 한국해양학회지
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• v.18 no.1
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• pp.73-83
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• 1983

To serch the origin of the cold water mass along the east coast of Korea its characteristics are inrestigated based upon Cooperative Study of Kuroahio and Fisheries Research and Development Agency data. In the southwestern part of the Japan Sea the North Korean Cold Water sinks at the front and flows southwards on top of the Japan Sea Proper Water. it is found that the sunken North Korean Cold Water il high in the content of dissolved oxygen and less saline compared with the Japan Sea Proper Water. It is highly likely that the cold water mass off the Jugbyeon-Chuksan coast in summer il the North Koreah Cold Water and not upwelled Japan Sea Proper Water. It os shown that the Notth Korean cold Water Flows strongly in summer and its scuthern limit is generally off Chuksan-Janggigab and occasionally off Gampo as observed in 1973.

• Journal of the Korean Geotechnical Society
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• v.20 no.6
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• pp.61-73
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• 2004

The coefficient of permeability of natural clay shows a nonlinear property which is related to various stress level of soils, and this nonlinear property has effect on the period of consolidation and the property of deformation in clay soils under loading. Thus, in this paper the numerical analysis was conducted by FEM-using coupled theory which incorporated Biot's consolidation theory into modified Cam-clay model- to consider the effects of nonlinear permeability on the behavior of clay soils under loading. The result of this paper showed that nonlinear permeability had different effects on the deformation and excess pore water pressure in clay soils according to the change of ratios of coefficients of permeability which was presented a degree of nonlinear property, and average coefficients of permeability of soils. Therefore, it was concluded that nonlinear permeability should be considered according to both the change of ratios of coefficients of permeability and average coefficients of permeability to conduct more simultaneous analyses to field conditions.

• Journal of the Korean GEO-environmental Society
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• v.12 no.5
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• pp.59-63
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• 2011

Ground dynamic parameter such as shear elastic modulus and damping ratio is a very important variable in design of ground-structure with repeated load and dynamic load. Shear elastic modulus and damping ratio on small strain below linear limit strain is constant regardless of strain. Shear elastic modulus as the maximum shear elastic modulus and damping ratio as the minimum damping ratio were considered. As a lot of experiment related to the maximum shear elastic modulus, which is in dynamic deformation characteristics, have been conducted, many factors including voiding ratio, over consolidation ratio(OCR), confining pressure, geology time, PI, and the number of load cycle affect to dynamic soil characteristic. However, the research of ground dynamic characteristic improved with grout is absent such as underground continuous wall construction, deep mixing method, umbrella arch method. In order to investigate the dynamic soil characteristics improved with grout, in this study, resonant column tests were performed with changing water content(20%, 25%, 30%) and injection ratio of grout(5%, 10%, 15%), cure time(7th day, 28th day) As a result, shear elastic modulus and damping ratio, which are ground dynamic parameter, are affected by the injection ratio of milk grout, cure time and water content.