• Geotechnical Engineering
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• v.2 no.2
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• pp.47-60
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• 1986

The problem of ground settlements due to the construction of underground structures was considered. Various equations based on theoretical, experimental, and empirical estimation methods were reviewed. A method suggested by Murayama was presented In detail. The comparison of estimation by Murayama's method with the results of a series of model tunnel tests showed reasonable agreements. It was concluded that, despite of some limitations, Murayama's method might be useful for tile first·time estimation of ground settlements due to the construction of tunnels through granular soils in field conditions.

• Korean Journal of Fisheries and Aquatic Sciences
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• v.16 no.2
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• pp.82-87
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• 1983

The aging and growth of Spisula sachalinensis from Ingu over the period from December 1981 through November 1982 were studied. The rings on the shell were used as the character for age determination. The ring where the translucent zone shifts to the opaque one was regarded as an annulus. The time of its formation was estimated by monthly variations of marginal growth rate in the shell. It was formed once a year over the period from August through September. The shell length at the formation of the annulus was estimated by taking the mean shell length corresponding to each of the annual ring. From analysis of mean shell length at the formation of the annulus, von Bertalanffy's growth equation was estimated as follows; $l_t=126.38(1-e^{-0.262(t-0.656)})\;W_t=485.85(1-e^{-0.262(t-0.656)})^3$ Back-calculated shell lengths estimated from this equation was quite consistent with actual shell lengths.

• Journal of the Korean Wood Science and Technology
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• v.17 no.4
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• pp.83-88
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• 1989

목재의 섬유방향에 경사진 균열의 모-드I과 모-드II의 혼합모-드파괴시의 파괴거동을 조사하기 위하여 라왕(Shorea Spp.)의 LA시스템에 있어서 서로 다른 경사각도를 가진 SEN시험편(Single edge notch specimen)에 대하여 휨 시험을 행하였다. 얻이진 결과는 혼합모-드파괴시, 모-드I응력확대계수$K_I$과 모-드II응력확대계수$K_II$간에 일정한 상호작용이 존재한다는 것을 나타내었다. 또한, 모-드I과 모-드II의 임계응력확대계수(Critical stress intensity factor) $K_{IC}$와 $K_{IIC}$ 이용하여 혼합모-드파괴시의 $K_I$과 $K_II$간의 상호관계를 규정할 수 있었으며, 이미 보고된 여러 실험식과 본 실험결과를 비교하여 가장 적합한 관계로서 아래와 같은 관계를 얻을 수 있었다.

• Geotechnical Engineering
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• v.10 no.4
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• pp.83-102
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• 1994

For estimation of Ko value depending upon the stress history of dry sand, a new type of Ko oedometer apparatus is devised, and the horizontal earth pressure is accurately measured. For this study, 2 types of one-cyclic Ko loading/unloading models have been studied experimentally using four relative densities of the sand. The results obtained in this test are as follows Kon, the coefficient of earth pressure at rest for virgin loading is a function of the angle of internal friction of the sand and is determined as Kon=1-0.914 sin, Kou the coefficient of earth pressure at -rest for virgin unloading is a function of K. and overconsolidation ratio(OCR), and is determined as Kou : Kon(OCR)". The exponent u, increases as the relative density increases. Ko,, the coefficient of earth pressure at rest for virgin reloading decreases in hyperbola type as the vertical stress, cv', increases. And, the stress path at virgin reloading lends to the maximum prestress point, independent upon the value of the minimum unloading stress. The gradient of this curve, mr, increases as OCR increases.ases.

• Proceedings of the Korea Water Resources Association Conference
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• 2005.05b
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• pp.309-313
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• 2005

한강 하류부의 잠실 및 신곡 수중보가 흐름에 미치는 영향을 적절히 모의할 수 있도록 FLDWAV 모형을 수정, 개선하였다. 고정좌 측에서 발생하는 월류형 흐름에 대해서는 월류 유량 관계식을, 가동보 측에서의 하도형 흐름에 대해서는 Manning 형의 유량관계식을 각각 적용함으로써 복합적인 형태의 수중보 흐름을 모의하도록 하였다. 월류 유량식으로는 수중 위어형 및 자유 월류형 흐름에 대한 식들이 적용 가능하며, 가동보 개방 시 또는 미개방 시의 흐름을 모두 모의할 수 있다. 모형의 적용성을 검증하기 위하여 수중보 지점에서의 다양한 조건에 대하여 계산을 수행한 결과, 각 경우에 대한 배수효과가 잘 모의되었다. 평수시 흐름에 대한 모의 기능을 검사한 결과, 수중보의 존재로 인한 수위의 불연속성이 잘 모의되었다.

• Food Science and Industry
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• v.49 no.2
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• pp.71-77
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• 2016

쌀은 우리나라에서 오래 전부터 주식으로 사용되어 온 중요한 식량자원으로, 우리 식생활에서 밥이 차지하는 비중은 상당히 크며 매식사 마다 취반하는 것이 보편적 형태이다. 하지만, 취반 직후의 밥은 시간이 지남에 따라 물성이 변화하므로 이에 따라, 밥을 냉동 보존하여 적절한 방법으로 해동하면 갓 지은 밥의 조직감으로 복원이 가능하다. 또한, 건조 처리하여 열수복원 후 즉석으로 섭취할 수 있어 장기 보존 시의 품질유지를 위한 가공기술 적용이 필요할 것으로 사료된다. 이에 따라, 쌀알을 이용하여 HMR(Home meal replacement) 편의식 개발을 위한 가공적성 연구를 수행중에 있으며, 건조, 냉동, 열처리 방법과 같은 가공변수에 따라 냉동밥, 건조밥, 편의식 죽 등의 적용 특성을 분석함으로써 다양한 원료쌀 을 선택할 수 있는 기틀을 마련하여 국내 쌀 소비확대에 기여할 것으로 생각된다.

• Current Industrial and Technological Trends in Aerospace
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• v.7 no.1
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• pp.97-104
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• 2009

Successful separation of satellites from launch vehicles and release its appendages such as solar arrays and antennas are one of the most important tasks for mission accomplishment during in-orbit maneuver. Especially, specific release devices called NEA(Non-Explosive Actuator) have been widely adopted to perform safe separation and release due to its outstanding performance of low functional shock (below 500g), no contamination and easy handing as opposed to the pyroshock device. In the paper, various kinds of NEA and its history of development are reviewed along with a summary on the domestic research trend.

• Journal of the Korea Convergence Society
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• v.11 no.2
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• pp.341-350
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• 2020

This study is a descriptive study to identify nutritional knowledge, diet self‐efficacy and dietary habits of nursing college students and to investigate the factors affecting their dietary behavior. Data collection was conveniently sampled from June 18 to June 20, 2018, for 123 second‐year students at two University located in G City. The data collected were analyzed by descriptive statistics, t‐test, ANOVA, Scheff, Pearson's correlation, and multiple regression using the SPSS 20 program. In the results of the study, factors affecting the dietary behavior of the subjects were found to be school life satisfaction, overeating and snacks frequency, and diet self‐efficacy (adjusted R²=0.48, F=10.28, p<.001). The results of this study have implications that based on factors affecting dietary behavior of nursing students, nursing intervention programs should be developed to promote diet self‐efficacy and to be able to develop healthy dietary habits.

• Journal of the Korean GEO-environmental Society
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• v.4 no.2
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• pp.65-76
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• 2003

Stone column is a soil improvement method and can be applicable for loose sand or weak cohesive soil. Since the lack of sand, stone column seems one of the most adaptable approach for poor ground as a soil improvement technique. However, this method was not studied for practical application. In this paper, the bearing capacity of single stone column at the Gaduk, Ulsan and Gwangyang under the bulging and general shear failure mode were compared with those of the suggested formulas. Especially, a test result of single stone column at the Busan area by static load was compared with the bearing capacity of suggested formulas. The analysis results showed that there were not much bearing capacity differences among those suggested bearing capacity formulas. However, the bearing capacity by static load test was almost double of those with suggested formula. The result also showed that the undrained shear strength was the most important parameter for the bearing capacity estimation of stone column.

• Proceedings of the Korean Fiber Society Conference
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• 2002.04a
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• pp.57-61
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• 2002

점탄성학은 고분자물과 같이 기계적 성질이 시간에 따라 변하는 물질의 응력과 변형해석에 관한 학문이다. 이에 대한 이전의 문헌들은 균일변형시의 조성식에 대한 주제를 주로 다룬 반면, 경계조건 문제(boundary value problem)로서의 불균일 변형해석에 대한 논의가 부족한 편이다. 본 논문에서는 불균일 변형해석에 유용한 상응원리 (correspondence theorem)[1]을 보이론(beam theory)에 적용하는 경우, 적용가능조건을 유도하는 한편 상응원리를 적용 예를 들어 설명하였다. (중략)