• 공업화학
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• 제7권2호
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• pp.237-244
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• 1996

미세공의 중공사 모듈을 이용한 액-액추출은 단위부피당 표면적이 크므로 기존 추출장치들에 비해 신속히 진행된다, 모듈내에서 추출제와 원료액은 빠른 속도로 접촉하며 두 흐름이 완전히 독립적이므로 부하나 편류현상이 일어나지 않는다. 본 연구에서는 소수성 중공사 모듈을 사용하여 수용액 중에 미량으로 존재하는 Fe(II)와 Ni(II)을 추출하기 위해 TOA 및 EHPNA를 추출제로 사용하여, 그 추출선택성을 고찰하였다. 또한, 중공사 모듈에서의 율속단계를 결정하기 위해 막 내 외부 유속의 영향을 검토하였다. 이로부터, 소수성 중공사 내에서 분배계수가 큰 계에 대한 추출조작의 경우는 막내부에서의 물질전달과정이 총괄물질전달을 지배함을 확인하였으며, 본 연구를 통한 $K_w$와 소수성 중공사 내부유속 $v_t$와의 상관관계는 $K_w{\frac{d}{D}}=6.22\(\frac{d^2v_t}{LD}\)^{1/3}$과 같았다. 반면, 분배계수가 낮은 경우, 세공 내에서의 추출반응이 원활하지 못하기 때문에 막내부 저항의 영향이 막저항의 영향보다 작았다. 따라서, 분배계수가 큰 계에서는 소수성 막을 사용하는 것이 효과적임을 예측할 수 있었다.

• 분석과학
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• 제17권3호
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• pp.263-270
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• 2004

알킬페놀에톡실레이트 (APEO)는 주로 비이온성 계면활성제로 쓰이고 있으며 세제, 액체연료 및 농약에도 이용이 되고 있다. APEO 자체는 독성물질로 분류되어 있지 않지만, 그 대사생성물질인 단사슬 APEO, 알킬페놀 및 카르복실 유도체등은 폐수 또는 음용수를 염소처리하는 동안 mutagenic ring halogenated derivative를 생성한다. 이들 생성물들은 estrogenic effect를 나타내기 때문에 APEO를 제한 또는 규제하고 있는 추세이다. 본 연구에서는 APEO의 대사체로서 단사슬 APEO 인 4-nonylphenol-di-ethoxylate (NP2EO), 4-octylphenol-di-ethoxylate (OP2EO)를 분석하기 위해서 p-n-nonylphenol-di-ethoxylate-ring-$^{13}C_6$을 내부표준물질로 사용하여 HPLC/ESI/MS를 이용하여 분석하였다. 분석조건은 이온화 용매인 trifluoroacetic acid가 $10{\mu}M$이 되도록 각각 물과 메탄올에 첨가시켜 사용하였다. 물시료 1 L에 진한 황산을 이용하여 pH를 2이하로 조정한 후, 아세톤, 메탄올 및 물 (pH 2)로 활성화시킨 Sep-Pak $C_{18}$에 loading 시킨 후 아세톤으로 용출하여 시료용액으로 하였다. 이 방법으로 농도범위가 20 ~ 500 ng/L 내에서 검량선의 직선성은 r=0.999 (OP2EO)와 0.990 (NP2EO)였으며, 검출한계는 OP2EO는 20 ng/L, NP2EO는 50 ng/L 이었다. 정확도 및 정밀도는 85.8~122.1% 및 8.2~18.8 %로 좋은 결과를 나타냈다. 이 방법은 환경시료로부터 미량의 APEO를 분석하는데 사용될 수 있고, APEO 오염실태 조사에 응용될 수 있을 것으로 사료된다.

• 지질공학
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• 제2권1호
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• pp.1-18
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• 1992

불연속면을 갖는 암체는 거의 대부분 조도를 가지고, 이 조도는 전단강도에 영향을 크게 미치므로 불연속면을 갖는 화강암류(15개), 편마암류(7개), 안산암류(1개) 등을 연구대상으로 하여 전단마찰각(${\Phi}_p$), 조도의 한계응력(${\sigma}_r$) 및 전단파괴강도(${\tau}$_o)를 도출하여 불연속면에 있어서의 전단강도($\tau$)를 규명한 것이다. 1. 조도는 단계전단력에 따라 마찰각은 ${\Phi}_i=38.03^{\circ}$에서 $33.21^{\circ}$로 감소하고 있다. 즉 초기때가 가장 높고, 말기때가 가장 낮다. 2. 조도각(i)의 한계는 $45^{\circ}$ 이내 (시험치:$43^{\circ}$)에 분포하고, 절리조도계수(JRC)는 14를 넘지않으며, $JRC=-4.63{\;}Ln{\sigma}n+5.63$을 경계로한 분포 범위에 있다. 3. 조도한계응력 ${\sigma}_T$는 0.1-3.65Mpa일때 전단파괴강도 ${\tau}_o$는 0.01-0.46Mpa가 되고, 이들 불연속면의 전단강도 $\tau$는 3.65-39.11Mpa로 되어 있어서 만일 이 이상의 하중이 가해 졌을때 그 암체는 붕괴 및 활동이 일어날 것이다.

• 대한정형외과스포츠의학회지
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• 제2권1호
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• pp.28-36
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• 2003

목적: 전방십자인대재건술의성공에영향을미치는요인가운데수술후초기단계에는이식건에대한고정력이가장중요한인자로알려져있으며, 지금까지여러가지의고정방법들이사용되고있다. 저자는전방십자인대재건술후대퇴골측의초기안정성을알아보기위하여현재주로쓰이고있는6가지의고정방법들에대하여주기성인장부하검사를시행하기전,후의최대인장력을측정하여그결과를비교하고, 실패양상을관찰하고자하였다. 대상및방법: 돼지(Yorkshire) 슬관절72개를이용하여6가지고정방법(슬괵건-LA나사(R), 슬괵건-생체흡수성간섭나사, 슬괵건-Semifix 나사(R), 슬괵건-Endobutton(R)고정, 슬개건-티타늄간섭나사, 슬개건-생체흡수성간섭나사)으로이식건을고정하고 Instron(R) 인장검사기를이용하여주기성인장부하검사및최대실패인장력검사를시행하였다. 주기성인장부하검사는50 mm/min의속도로 30N에서 150N사이를1000회주기적으로반복하도록하였으며, 동일시편으로최대인장력검사를 시행하여주기성부하 후 최대 인장력의 변화를 비교, 분석하였다. 각 실험군에 따른 인장력 차이의통계적 유의성은ANOVA와Duncan 다중비교분석법을이용하였다. 결과: 주기성인장부하전,후이식건의최대인장력은슬괵건-LA나사(R) 군이평균1003.4$\pm$145N에서601.1$\pm$154N으로, 슬괵건-생체흡수성간섭나사군이평균 595.5$\pm$104N에서평균360.7$\pm$56N으로, 슬괵건-Semifix(R) 군이평균1431.7$\pm$135N에서평균710.7$\pm$114N으로, 슬괵건-Endobutton(R) 고정군이평균603.6$\pm$54N에서평균459.1$\pm$46N으로, 슬개건-티타늄 간섭나사군이평균 1067.4$\pm$145N에서평균 601.8$\pm$134N으로, 슬개건-생체흡수성간섭나사군이평균 987.1$\pm$168N에서588.7$\pm$124N으로각각40$\%$, 39$\%$, 50$\%$, 24$\%$, 44$\%$, 40$\%$가감소하였다. 결론: 수술후초기고정력은슬괵건을LA나사(R) 또는Semifix(R)로고정하는방법과슬개건을티타늄및생체흡수성간섭나사로고정하는방법등이우수하였으며, 슬괵건을생체흡수성간섭나사나Endobutton(R)으로 고정하는 방법 등은고정력이 상대적으로매우약함을 알수있었다. 최대인장력은단순인장검사로는이상의대퇴골측고정방법의고정력이초기부하를견뎌내는데충분하다고생각되었으나주기성부하실험후현저히감소되어충분한초기안정성을제공하지못함을알수있었다.

• 한국방사성폐기물학회:학술대회논문집
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• 한국방사성폐기물학회 2009년도 학술논문요약집
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• pp.187-187
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• 2009

Opening of fractures induced by shear dilation or normal deformation can be a significant source of fracture permeability change in fractured rock, which is important for the performance assessment of geological repositories for spent nuclear fuel. As the repository generates heat and later cools the fluid-carrying ability of the rocks becomes a dynamic variable during the lifespan of the repository. Heating causes expansion of the rock close to the repository and, at the same time, contraction close to the surface. During the cooling phase of the repository, the opposite takes place. Heating and cooling together with the, virgin stress can induce shear dilation of fractures and deformation zones and change the flow field around the repository. The objectives of this work are to examine the contribution of thermal stress to the shear slip of fracture in mid- and far-field around a KBS-3 type of repository and to investigate the effect of evolution of stress on the rock mass permeability. In the first part of this study, zones of fracture shear slip were examined by conducting a three-dimensional, thermo-mechanical analysis of a spent fuel repository model in the size of 2 km $\times$ 2 km $\times$ 800 m. Stress evolutions of importance for fracture shear slip are: (1) comparatively high horizontal compressive thermal stress at the repository level, (2) generation of vertical tensile thermal stress right above the repository, (3) horizontal tensile stress near the surface, which can induce tensile failure, and generation of shear stresses at the comers of the repository. In the second part of the study, fracture data from Forsmark, Sweden is used to establish fracture network models (DFN). Stress paths obtained from the thermo-mechanical analysis were used as boundary conditions in DFN-DEM (Discrete Element Method) analysis of six DFN models at the repository level. Increases of permeability up to a factor of four were observed during thermal loading history and shear dilation of fractures was not recovered after cooling of the repository. An understanding of the stress path and potential areas of slip induced shear dilation and related permeability changes during the lifetime of a repository for spent nuclear fuel is of utmost importance for analysing long-term safety. The result of this study will assist in identifying critical areas around a repository where fracture shear slip is likely to develop. The presentation also includes a brief introduction to the ongoing site investigation on two candidate sites for geological repository in Sweden.

• 한국운동역학회지
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• 제16권1호
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• pp.101-108
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• 2006

The purpose of this study was to compare GRF characteristics during walking wearing jogging and roller shoes. Twelve male middle school students (age: $15.0{\pm}0.0\;yrs$, height: $173.6{\pm}5.0\;cm$, weight: $587.6{\pm}89.3\;N$) who have no known musculoskeletal disorders were recruited as the subjects. Kinematic data from six S-VHS camcorders(Panasonic AG456, 60 fields/s) and GRF data from two force platform; (AMII OR6-5) were collected while subjects walked wearing roller and jogging shoes in random order at a speed of 1.1 m/s. An event sync unit with a bright LED light was used to synchronize the video and GRF recordings. GRF data were filtered using a 20 Hz low pass Butterworth. digital filter and further normalized to the subject's body weight. For each trial being analyzed, five critical instants and four phases were identified from the recording. Temporal parameters, GRFs, displacement of center of pressure (DCP), and loading and decay rates were determined for each trial. For each dependent variable, paired t-test was performed to test if significant difference existed between shoe conditions (p <.05). Vertical GRFs at heel contact increased and braking forces at the end of initial double limb stance reduced significantly when going from jogging shoe to roller shoe condition. Robbins and Waked (1997) reported that balance and vertical GRF are closely related It seems that the ankle and knee joints are locked in an awkward fashion at the heel contact to compensate for the imbalance. The DCP in the antero-posterior direction for the roller shoe condition was significantly less than the corresponding value for the jogging shoe condition. Because the subjects tried to keep their upper body weight in front of the hip to prevent falling backward, the DCP for the roller shoe condition was restricted The results indicate that walking with roller shoes had little effect on temporal parameters, and loading and decay rates. It seems that there are differences in GRF characteristics between roller shoe and jogging shoe conditions. The differences in GRF pattern may be caused primarily by the altered position of ankle, knee, and center of mass throughout the walking cycle. Future studies should examine muscle activation patterns and joint kinematics during walking with roller shoes.

• Geomechanics and Engineering
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• 제10권4호
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• pp.387-403
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• 2016

In this paper, an integrated model for the wave (current)-induced seabed response is presented. The present model consists of two parts: hydrodynamic model for wave-current interactions and poro-elastic seabed model for pore accumulations. In the wave-current model, based on the fifth-order wave theory, ocean waves were generated by adding a source function into the mass conservation equation. Then, currents were simulated through imposing a steady inlet velocity on one domain and pressure outlet on the other side. In addition, both of the Reynolds-Averaged Navier-Stokers (RANS) Equations and $k-{\varepsilon}$ turbulence model would be applied in the fluid field. Once the wave pressures on the seabed calculated through the wave-current interaction model, it would be applied to be boundary conditions on the seabed model. In the seabed model, the poro-elastic theory would be imposed to simulate the seabed soil response. After comparing with the experimental data, the effect of currents on the seabed response would be examined by emphasize on the residual mechanisms of the pore pressure inside the soil. The build-up of the pore water pressure and the resulted liquefaction phenomenon will be fully investigated. A parametric study will also be conducted to examine the effects of waves and currents as well as soil properties on the pore pressure accumulation.

• Food Science and Biotechnology
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• 제16권5호
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• pp.747-752
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• 2007

This study was carried out to identify and quantify the flavonoids from 6 different plant parts of Allium victorialis var. platyphyllum (AVP), including the flower, leaf, root, stem, flower stalk, and flower seed, using liquid chromatography/ mass spectrometry. Two major flavonoids were structurally identified as quercetin (3,5,7,3'4,'-pentahydroxyflavone) and kaempferol (3,5,7,4'-tetrahydroxyflavone) at contents of 11.8-25.8 and $6.0-64.4\;{\mu}g/mL$, respectively. In particular, the flower and root plant parts contained the highest amounts of quercetin and kaempferol compared to the other parts. We also assessed the recovery effects of each plant-part extract of AVP on gap junctional intercellular communication (GJIC) in WB-F344 cells by the scrape-loading and dye transfer (SL/DT) method. According to the results, GJIC was reduced by approximately 70.2% ($62.3{\pm}12.5$ cells) compared to the control ($209{\pm}9.5$ cells, 100%) when 12-O-tetradecanoylphorbol-13-acetate (TPA) was treated alone in the WB-F344 rat liver epithelial cells. However, the stem extract (0.2 mg/mL) restored GJIC to basal levels (92%, $204{\pm}2.3$ cells, p<0.01) and the flower extract (0.2 mg/mL) stimulated GJIC to 82.5% ($172.6{\pm}8.3$ cells, p<0.05), when applied together with the TPA.

• 한국항공우주학회지
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• 제33권12호
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• pp.76-82
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• 2005

본 연구에서는 축류형 마이크로터빈의 단 수를 단 단에서부터 최대 6단까지 변경하면서 각 단에서의 공력특성을 측정하였다. 실험에 사용된 마이크로터빈은 터빈입구에서 유량계수가 2.0, 부하계수가 3.25이며 유로의 평균직경이 25.8mm인 소형 축류형 다단터빈이 적용되었다. 정익과 동익의 솔리디티는 0.67~0.75 범위의 값이 적용되었으며 입구에 일정한 질유량과 전압력으로 조정한 후에 터빈의 부하를 변경하면서 탈설계 영역에서의 공력특성을 측정하였다. 본 실험에서는 단 당 최대 2kW/kg/sec의 비출력이 얻어졌으나 단수의 증가에 따라 비출력의 증가폭은 다소 완화되었으며, 토오크의 경우는 단수가 증가되면서 낮은 회전수 영역에서는 토오크의 증가폭이 일정하나 높은 회전수영역에서는 토오크의 증가폭이 둔화되었다. 블레이드의 높이에 비하여 팁간격의 영향이 크므로 터빈의 효율은 낮으나 단 수의 증가에 따라 증가가 가능하다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1409-1416
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• 2010

It is essential to predict a blasting-induced excavation damage zone (EDZ) beyond the proposed excavation line of a tunnel because the unwanted damage area requires extra support system for tunnel safety. Complicated blasting process which may hinder a proper characterization of the damage zone can be effectively represented by two loading mechanisms. The one is a dynamic impulsive load generating stress waves outwards immediately after detonation. The other is a gas pressure that remains for a relatively long time. Since the gas pressure reopens up the arrested cracks and continues to extend some cracks, it contributes to the final formation of EDZ induced by blasting. This paper presents the simple method to evaluate EDZ induced by gas pressure during blasting in rock. The EDZ is characterized by analyzing crack propagation from the blasthole. To do this, a model of the blasthole with a number of radial cracks of equal length in an infinite elastic plane is considered. In this model, the crack propagation is simulated by using three conditions, the crack propagation criterion, the mass conservation of the gas, and the adiabatic condition. As a result, the stress intensity factor of the crack generally decreases as crack propagates from the blasthole so that the length of the crack is determined. In addition, the effect of rock properties, initial number of cracks, and the adiabatic exponent are investigated.