http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.
변환된 중국어를 복사하여 사용하시면 됩니다.
이명욱(Myung-Wook Lee),이영현(Young Hyoun Yi) 한국식품과학회 2012 한국식품과학회지 Vol.44 No.5
The pH, turbidity, color, brix, reducing sugar, total sugar, ketose, amino acid, protein and organoleptic characteristics of sikhye prepared with puffed rice powder (0, 25, 50, 75 and 100% (w/w)) were investigated during saccharification. A higher concentration of puffed rice powder and longer saccharification time resulted in pH reduction (p<0.05) and tended to increase turbidity. A higher Hunter “L” value was observed with higher puffed rice powder content, except for the addition of 25% at 0 h. The Hunter “L” value peaked at hour 1 and slowly declined thereafter. Elevations in brix, reducing sugar, total sugar and sucrose were observed with higher puffed rice powder content and longer duration of saccharification (p<0.05). The sucrose content ranged from 0.79-0.86% (w/w) at hour 6, which was markedly lower than that of commercial sikhye. With time, levels of amino acid and protein increased (p<0.05). Sensory evaluation revealed moderate differences between 0% and both 75 and 100% (p<0.001), with 75 and 100% preferred over 0% (p<0.05).
원심모형시험에 의한 복개터널 복공의 토압특성에 관한 연구
이명욱(Lee Myung Woog),박병수(Park Byung Soo),정길수(Jung Gil Soo),유남재(Yoo Nam Jae) 강원대학교 산업기술연구소 2004 産業技術硏究 Vol.24 No.1
This thesis is results of experimental works on the behavior of the cut-and-cover tunnel. Centrifuge model tests were performed to simulate the behavior of the cut-and-cover tunnels having cross sections of national road and subway tunnels. Model experiments were carried out with changing the cut slope and the slope of filling ground surface. Displacements of tunnel lining resulted from artificially accelerated gravitational force up to 40g of covered material used in model tests, were measured during centrifuge model tests. In model tests, Jumunjin Standard Sand with the relative density of 80 % and the zinc plates were used for the covered material and the flexible tunnel lining, respectively. Basic soil property tests were performed to obtain it’s the property of Jumumjin Standard Sand. Shear strength parameters of Jumunjin Standard Sand were obtained by performing the triaxial compression tests. Direct shear tests were also carried out to find the mechanical properties of the interface between the lining and the covered material. Compared results model tests estimation with respect to displacements of the lining.
경사진 사석층의 지지력에 관한 원심모형실험 및 수치해석
이명욱(Lee Myung Woog),박병수(Park Byung Soo),정길수(Jung Gil Soo),유남재(Yoo Nam Jae) 강원대학교 산업기술연구소 2004 産業技術硏究 Vol.24 No.1
This paper is an experimental and numerical research works about the effects of the bearing capacity of sloped rubble mound on the density of rubble mound and the position of footing. Centrifuge model tests were performed to investigate the bearing capacity of rubble mound by changing the density of rubble mound and the location of loading in forms of strip loading to simulate the caisson. Materials of rubble mound used in the model tests were crushed rocks having similar value of uniformity coefficient to the value in field. Two different relative densities of 80% and 90% were prepared during tests. The dimens ions of centrifuge model were trapezoidal shape of model mound having the bottom width of mound, 30cm and height of mound, 10cm. Gravity level applied during the centrifuge test was 50G. Surcharge loading in the forms of strip loading was applied on the top of the sloped model mound. Tests were carried out by changing the position of loadi ng. The rigid model footing was located in the center of top of the model rubble mound and the edge of model footing was at the crest of mound. Test results were analyzed by using the limit equilibrium methods proposed by Meyer hof(1957) and Bowles(1982) and the numerical approach with FLAC being available commercially software. For the numerical estimations with FLAC, the rubble mound was simulated with the constitutive relationship of Mohr-Coulomb elasto-plastic model.
원심모형시험에 의한 복개터널 복공의 변위특성에 관한 연구
이명욱(Lee Myung Woog),박병수(Park Byung Soo),이종호(Lee Jong Ho),유남재(Yoo Nam Jae) 강원대학교 산업기술연구소 2003 産業技術硏究 Vol.23 No.1
This thesis is results of experimental works on the behavior of the cut-and-cover tunnel. Centrifuge model tests were performed to simulate the behavior of the cut-and-cover tunnels having cross sections of national road and subway tunnels. Model experiments were carried out with changing the cut slope and the slope of filling ground surface. Displacements of tunnel lining resulted from artificially accelerated gravitational force up to 40g of covered material used in model tests, were measured during centrifuge model tests. In model tests, Jumunjin Standard Sand with the relative density of 80 % and the zinc plates were used for the covered material and the flexible tunnel lining, respectively. Basic soil property tests were performed to obtain it’s the property of Jumumjin Standard Sand. Shear strength parameters of Jumunjin Standard Sand were obtained by performing the triaxial compression tests. Direct shear tests were also carried out to find the mechanical properties of the interface between the lining and the covered material. Compared results model tests estimation with respect to displacements of the lining.