• 한국지반공학회논문집
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• 제37권11호
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• pp.23-36
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• 2021

본 논문에서는 실내시험 시 재하속도가 미고결 모래의 내부 마찰각 그리고 고결모래의 일축압축강도에 미치는 영향에 대해 연구하였다. 건조상태의 주문진모래를 상대밀도 40%로 느슨하거나, 60%로 중간 정도 및 80%로 조밀한 상태로 제작한 다음 0.32, 0.64, 2.54mm/min의 재하속도로 직접전단시험을 실시하였다. 또한, 주문진모래에 시멘트 8% 및 12%로 다짐한 직경 50mm, 높이 100mm의 고결 공시체를 일축압축시험 시 0.1, 0.5, 1, 5, 10%/min의 재하속도로 압축하였다. 모래의 고결 여부나 정도에 관계없이 재하속도가 증가할수록 내부 마찰각과 일축압축강도는 증가하는 경향을 보였다. 미고결 모래의 경우 재하속도가 증가할수록 최대 4° 까지 내부 마찰각이 증가하였다. 고결 모래의 경우도 일반적으로 재하속도에 따라 일축압축강도가 증가하였으나, 표준 재하속도인 1%/min를 기준으로 증가하는 경향이 감소하였다. 또한, 개별요소법을 이용하여 고결 모래의 재하속도에 따른 균열 발생 및 발달 과정을 분석하였으며, 해석결과 또한 재하속도가 증가함에 따라 강도가 증가하는 경향을 보였으며 강도가 증가할수록 균열이 뚜렷하게 발달하였다.

• 대기
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• 제26권4호
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• pp.665-672
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• 2016

In this study, we examine future changes in the Hadley cell (HC) strength using CMIP5 climate change simulations. The current study is an extension of a previous study by Seo et al. that used all 30 available models. Here, we select 18-23 well-performing models based on their significant internal sensitivity of the interannual HC strength variation to the latitudinal temperature gradient variation. The model projections along with simple scaling analysis show that the inter-model variability in the HC strength change is a result of the inter-model spread in the meridional temperature gradient across the subtropics for both DJF and JJA, not by the tropopause height or gross static stability change. The HC strength is expected to weaken significantly during DJF, while little change is expected in the JJA HC strength. Compared to the calculations with all model members, selected model statistics increase the linear correlation between the changes in HC strength and meridional temperature gradient by 13~23%, confirming the robust sensitivity of the HC strength to the meridional temperature gradient. Two scaling equations for the selected models predict changes in HC strength better than all-member predictions. In particular, the prediction improvement in DJF is as high as 30%. The simple scaling relations successfully predict both the ensemble-mean changes and model-to-model variations in the HC strength for both seasons.

• Clinics in Shoulder and Elbow
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• 제15권2호
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• pp.79-85
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• 2012

목적: 견관절 전방불안정 환자는 탈구에 대한 불안감 및 탈구시의 통증 등 다양한 원인으로 정상적인 운동 및 활동을 하지 못할 것으로 예상할 수 있으나 이에 대한 연구는 미미한 실정이다. 본 연구에서는 견관절 전방불안정 환자와 정상인 사이의 내회전 및 외회전력에 대해 등속성 근력 검사를 시행하여 전방불안정 환자에서 나타나는 회전력의 변화를 살펴보고자 하였다. 대상 및 방법: 2009년 3월부터 2010년 2월까지 우측 우세수의 견관절 전방 불안정 진단 하에 수술적 치료를 시행한 환자 중 수술 전 등속성 근력 검사를 시행한 환자 13명을 대상으로 하였고, 견관절의 전방불안정 증상이 없는 정상 성인 15명을 대조군으로 설정하였다. 대상군 및 대조군 모두 남성이었으며 두 군간의 평균 연령, 신장, 체중, 체질량 등의 차이는 없었다. 등속성 근력 검사는 Biodex system (Biodex Medical Systems, Shirley, NY, USA)을 사용하여 60 deg/sec, 180 deg/sec 의 각속도로 견관절의 외회전력 및 내회전력의 체중보정 최대우력 (peak torque)과 총 일량을 측정하였고, 외회전, 내회전 최대우력비율 및 운동피로도를 계산하였다. 두 군간에 각 측정치를 비교하여 전방 불안정 환자의 회전력의 특징을 분석하였다. 결과: 불안정증이 없는 좌측 견관절의 등속성 회전근력은 양군 사이에 모든 측정치에서 차이가 없었다. 우측 견관절의 등속성 근력 검사결과 내회전력은 전방 불안정환자와 정상 대조군 간 모든 각속도에서 최대우력 및 총 일량 사이에 유의한 차이가 없었다. 외회전력의 체중보정 최대우력과 총 일량은 전방불안정 환자에서 60 deg/sec 및 180 deg/sec 두 각속도에서 모두 정상 대조군에 비하여 감소되었고, 외회전력/내회전력의 최대우력비율 역시 통계적 차이가 있었다. 운동피로도는 외회전력, 내회전력 모두 양 군간에 의미 있는 차이는 없었다. 결론: 견관절 전방불안정 환자는 견관절의 외회전력이 감소되어 있고 내회전-외회전력의 균형이 소실되어 있으나 근피로도는 정상으로 판단되며 이는 견관절 탈구 환자의 보존적 치료나 재활에 있어 고려해야 할 것으로 생각된다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2006년도 춘계학술논문 발표대회 제6권1호
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• pp.39-42
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• 2006

Recently, more highly effective construction materials are needed for the reasonable and economical structure system is required as the construction structures become more multi storied, large-sized and diversified. That is to say, the highly qualified concrete, the molt universal construction material is positively promoted as a part of plan to establish the effective space according to the dead load of structures and diminish of segment profile and to build up the economic structures. In particular, it is tendency of that the study for high strength concrete increases and construction example of reinforced concrete (RC) using the high strength concrete partially increases. However, the high strength concrete has the problems such high brittleness and low ductility. Specially, for the high strength concrete, it has different strength from normal concrete as the internal temperature goes up steadily due to high heat of hydration by the quantities of highly level of cement, so the concrete which is mixed with various scible materials is used. This study conducted a basic experiment to conclude an adequate selection of materials and to calculate an optimal mixing proportion of those materials to produce High-strength concrete. And also we conducted an experiment to find out basic properties of this concrete such as slump-flow, strength.

• Geomechanics and Engineering
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• 제29권6호
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• pp.599-614
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• 2022

In this study, the reliability analysis of internal and external stabilities of Reinforced Soil Walls (RSWs) under static and seismic loads are investigated so that it can help the geotechnical engineers to perform the design more realistically. The effect of various variables such as angle of internal soil friction, soil specific gravity, tensile strength of the reinforcements, base friction, surcharge load and finally horizontal earthquake acceleration are examined assuming the variables uncertainties. Also, the correlation coefficient impact between variables, sensitivity analysis, mean change, coefficient of variation and type of probability distribution function were evaluated. In this research, external stability (sliding, overturning and bearing capacity) and internal stability (tensile rupture and pull out) in both static and seismic conditions were investigated. Results of this study indicated sliding as the predominant failure mode in the external stability and reinforcing rupture in the internal stability. First-Order Reliability Method (FORM) are applied to estimate the reliability index (or failure probability) and results are validated using the Monte Carlo Simulation (MCS) method. The results showed among all variables, the internal friction angle and horizontal earthquake acceleration have dominant impact on the both reinforced soil wall internal and external stabilities limit states. Also, the type of probability distribution function affects the reliability index significantly and coefficient of variation of internal friction angle has the greatest influence in the static and seismic limits states compared to the other variables.

• 한국농공학회논문집
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• 제48권6호
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• pp.69-77
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• 2006

In this study, the large scaled model test improved by sand drain was carried out to clarify the internal behavior of the three-dimensional consolidation under different secondary consolidation periods. From the results of model test, the void ratio in the undrained side was lager than in the drained side. In addition, the unconfined compressive strength in the long-term consolidated specimen was larger than that in the short-term consolidated one. It was also found that the unconfined compressive strength was larger in the drained side than in the undrained side. These reasons are considered to be due to the large effective stress by quick pore water pressure dissipation by the short drainage distance in the drained side. Furthermore, in order to investigate the three-dimensional consolidation behavior of clay ground improved by the vertical drain method, the numerical analysis obtained from the three-dimensional elasto-viscous consolidation theory proposed by author (2006) were compared with the test results. It was found that during the three-dimensional consolidation process not only vertical displacement but also radial displacement occurs inside the specimen.

• 상하수도학회지
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• 제21권5호
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• pp.589-599
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• 2007

This study was conducted to investigated the removal efficiency of BOD and nutrient for the treatment of low strength municipal wastewater by a biological nutrient removal system. In this experiment, the effect of operating parameter including HRT of 7.0hr, BOD/TN ratios of 2.62~4.08, internal recycle of 50~300%, and return sludge of 50~100%, were studied during winter season. Efficiencies of organic matter and T-P removal and denitrification were not significantly affected by the change of temperature in winter season. However, the specific nitrification rate and nitrification efficiency decreased at low temperature. Besides, denitrification efficiencies increased with increasing BOD/TN ratios. It was also found that the internal recycle and return sludge ratio below 50% is required for the effective denitrification of low strength municipal wastewater. With operating mode 4 of the optimum, the effluent BOD, T-N and T-P concentration were obtained to average 5.8, 14.6, and 0.84 mg/L, respectively. The temperature-activity coefficient (${\theta}$) of specific nitrification rate, specific denitrification rate and specific phosphorus uptake rate were obtained 1.044, 1.017, 1.028, respectively.

• 터널과지하공간
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• 제5권2호
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• pp.104-113
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• 1995

Shear strength of the discontinuity on which the pre-failure of rock slope was occurred during surface excavation was measured through the direct shear test using core samples obtained in-situ. Internal friction angle was increased as the roughness of discontinuity surface(JRC) was increased. Results of the tilt test using core samples of higher JRC also showed very similar trend as those of the direct shear test. When the samples replicated from natural cores were used int he tilt test, results of friction angles showed almost perfect continuation of the residual friction angles from the direct shear test. However, when the gouge material existed in the discontinuity the internal friction angle strongly depended upon the rate of filling thickness to the height of asperity irrespective of the JRC. Based on the results of both direct shear test and tilt test internal friction angle and cohesion of discontinuity, which reflect the in-situ conditions fo pre-sliding failure and also can be used for the optimum design of support system, were assessed. Two kinds of support measures which were expected to increase the stability of rock slope were considered; lowering of slope face angle and installation of rock cable. But, it was found that the first method might lead to more unstable conditions of rock slope when the cohesion of discontinuity plane was negligibly low and in that case the support systems of any kind which could exert actual resisting force were needed to ensure the permanent stability of rock slope.

• 한국식생활문화학회지
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• 제21권2호
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• pp.131-141
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• 2006

The purpose of this research is to develop the management strategy for a take-out specialty sore on the basis of SWOT analysis which requires analysis of internal and external environmental informations. The survey was performed in order to gather the internal and external customer informations for a take-out specialty store. The questionnaires developed were distributed to customers (N=188) and employees (N=23) at 5 take-out specialty store branches from April 25, 2002 to April 29, 2002. The statistical data analysis was completed by SPSS WIN 10.0 for descriptive analysis, factor nalaysis, and Pearson's correlation. IPA(Importance-Performance Analysis) was applied in order to identify the critical management issues which would be explained with the organization's weakness or strength. SWOT analysis was performed through identifying the organizational strength and weakness as internal environment factors and external environmental opportunity and threat as uncontrollable external factors.

• Geomechanics and Engineering
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• 제22권2호
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• pp.165-171
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• 2020

Laboratory determination of strength and deformation behavior of clean sands and gravels has always been challenging due to the difficulty in obtaining their undisturbed samples. An alternative solution to this problem is to develop correlations between mechanical properties of cohesionless soils and their gradation characteristics. This study presents database of 3 natural sands with 11 varying particle size gradation curves to allow investigating relationships between mean particle size, maximum and minimum void ratio, relative density and shear strength of the test soils. Direct shear tests were performed at relative densities of 50, 75 and 95% to explore the effects of gradation and density on the angle of internal friction of the modeled sand samples. It is found that the mean grain size D₅₀ bears good correlations with void ratio range (e_max - e_min) and peak angle of internal friction 𝜙'_peak. The generated regression models are in good agreement with published literature and can be considered as reliable for natural sands in Pakistan. These empirical correlations can save considerable time and efforts involved in laboratory and field testing.