• 제목/요약/키워드: Centrifuge method

검색결과 156건 처리시간 0.017초

강제치환 거동특성에 관한 원심모형실험 (Centrifuge Model Experiments on Behaviour Characterisitc in Forced Replacement Method)

  • 이종호;박병수;정길수;유남재
    • 산업기술연구
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    • 제23권A호
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    • pp.131-137
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    • 2003
  • This thesis is results of centrifuge model experiments to investigate the behavior of replacement method in dredged and reclaimed ground. For experimental works, centrifuge model tests were carried out to investigate the behavior of replacement method in soft clay ground. Basic soil property tests were performed to find mechanical properties of clay soil sampled from the southern coast of Korea which was used for ground material in the centrifuge model tests. Reconstituted clay ground of model was prepared by applying preconsolidation pressure in 1g condition with specially built model container. Centrifuge model tests were carried out under the artificially accelerated gravitational level of 50g. Replacing material of leads having a certain degree of angularity was used and placed until the settlement of embankment of replacing material was reached to the equilibrium state. Vertical displacement of replacing material was monitored during tests. Depth and shape of replacement, especially the slope of penetrated replacing material and water contents of clay ground were measured after finishing tests. Model tests of investigating the stability of embankment after backfilling were also performed to simulate the behavior of the dike treated with replacement and backfilled with sandy material. As a result of centrifuge model test, the behavior of replacement, the mechanism of the replacing material being penetrated into clay ground and depth of replacement were evaluated.

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유한요소법을 이용한 의료용 원심분리기 로터의 응력 및 고유치 해석 (Stress and Modal Analysis for the Rotor System of a Medical Centrifuge using Finite Element Method)

  • 김성민;양인철;김도균;김학철
    • 한국정밀공학회지
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    • 제24권6호
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    • pp.78-85
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    • 2007
  • In this study, we performed finite element analysis for the design of a medical centrifuge and two-types of centrifuge were compared with each other. The types of centrifuge are 2-arm straight type and 3-arm type. Structural analysis was done with respect to the change of the rotational speed of the rotor of a centrifuge. When the rotor of centrifuge was rotated, the von Mises stress of 2-arm straight type-rotor was compared with the von Mises stress of 3-arm type. The margin of safety was estimated from the result. We found the critical speed of centrifuge from the campbell diagram by modal analysis.

질량분석기를 활용한 막 단백질 비교분석: High-speed Centrifuge법과 Reagent-based법 (Mass Spectrometry-based Comparative Analysis of Membrane Protein: High-speed Centrifuge Method Versus Reagent-based Method)

  • 이지영;석애은;박아름;문소라;강희규
    • 대한임상검사과학회지
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    • 제51권1호
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    • pp.78-85
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    • 2019
  • 막 단백질은 심장질환, 암과 같은 우리 주변에서 흔히 발생하는 질병에 관련되어 있다. 이러한 암과 같은 특정한 질환 상태에서, 막 단백질과 관련된 신호 전달의 비정상은 세포분열을 통제하지 못하고 증가시킬 수 있으며 막 단백질의 발현에 변화가 생긴다. 막 단백질은 지질 이중층으로 이루어진 소수성 환경을 가지고 있어 불안정하기 때문에 막 단백질을 추출해서 연구를 수행하는데 어려움이 있다. 이번 연구에서는 최적화된 막 단백질 추출법을 확인하고자 서로 다른 두 가지 추출법의 효율성을 평가하였다. 두 가지 방법으로, high-speed centrifuge법과 reagent법이 비교되었다. 비교 분석결과, 미토콘드리아 내막 단백질 분석에는 high-speed centrifuge법이 효율적이고, 소포체 막 단백질 분석에는 reagent법이 유용함을 확인하였다. 게다가 유전자 온톨로지 소프트웨어를 이용해서 추출된 막 단백질의 기능분석을 진행하였을 때, 유전자 온톨로지는 reagent법에서 소포체 막 단백질에 연관된 반응이 활성화 되는 것을 확인할 수 있었다. 프로세스 네트워크 분석에서, high-speed centrifuge법에서는 하나의 클러스터를 형성화는 반면, reagent법에서는 네 개의 클러스터를 형성하는 것을 시각화하여 확인하였다. 결론적으로, 두 가지 분석법은 서로 다른 하위 막 단백질의 분석에 유용함을 확인할 수 있었다. 이러한 결과를 토대로, 막 단백질을 분석할 때, 표적의 세부 막 단백질을 고려하여 방법론을 선택하는데 도움을 줄 것으로 기대된다.

교대말뚝기초의 측방유동에 관한 원심모형실험 (Centrifuge Model Experiments for Lateral Soil Movements of Piled Bridge Abutments.)

  • 최동혁;정길수;박병수;유남재
    • 산업기술연구
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    • 제25권B호
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    • pp.63-71
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    • 2005
  • This paper is an experimental result of investigating lateral soil movements at piled bridge abutments by using the centrifuge model facility. Three different centrifuge model experiments, changing the methods of ground improvement at bridge abutment on the soft clayey soil (no improvement, preconsolidation and plastic board drains (PBD), sand compaction pile (SCP) + PBD), were carried out to figure out which method is the most appropriate for resisting against the lateral soil movements. In the centrifuge modelling, construction process in field was reconstructed as close as possible. Displacements of abutment model, ground movement, vertical earth pressure, cone resistance after soil improvement and distribution of water content were monitored during and after centrifuge model tests. As results of centrifuge model experiments, preconsolidation method with PBD was found to be the most effective against the lateral soil movement by analyzing results about displacements of abutment model, ground movement and cone resistance. Increase of shear strength by preconsolidation method resulted in increasing the resistance against lateral soil movement effectively although SCP could mobilize the resistance against lateral soil movement. It was also found that installment with PBD beneath the backfill of bridge abutment induced effective drainage of excess pore water pressure during the consolidation by embanking at the back of the abutment and resulted in increasing the shear strength of clay soil foundation and eventually increasing the resistance of lateral soil movement against piles of bridge abutment.

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터널의 지보방법에 관한 원심모형실험(遠心模型實驗) (The Support Types of the Tunnel for Centrifuge Model)

  • 유남재;이명욱;박병수
    • 산업기술연구
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    • 제22권B호
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    • pp.199-209
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    • 2002
  • This research is experimental thesis to prepare the structural safety of the upper bridge for support type on tunnel and the effect of settlement. Unit weight test and uni-axial compression test have been performed to simulate the physical property of foundation on the tunnel. Tunnel model of slip form type for centrifuge model has been developed to performed the tunnel excavation while field stress is activated. And the support type of tunnel such as umbrella arch method and large diameter steel pipe reinforce method has been tested for the centrifuge model. After the analysis of experiment, results show that internal displacement of large diameter steel pipe reinforce method is smaller than that of the umbrella arch method.

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해안구조물 축조를 위한 해양연약지반의 강제치환 특성에 관한 원심모형실험 (Centrifuge Model Tests on Characteristics in Forced Replacement Method for Soft Ocean Ground to Build Coastal Structures)

  • 박병수
    • 한국해양공학회지
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    • 제20권5호
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    • pp.42-48
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    • 2006
  • This paper shows theresults of centrifuge model experiments to investigate the behavior of a replacement method in dredged and reclaimed ground. For this experimental work, centrifuge model tests were carried out to investigate the behavior of a replacement method in soft clay ground. Basic soil property tests were performed to find the mechanical properties of clay soil sampled from the southern coast of Korea, which was used for the ground material in the centrifuge model tests. The reconstituted clay ground of the model was prepared by applying reconsolidntion pressure in a 1 g condition with a specially built model container. Centrifuge model tests were carried out under the artificially accelerated gravitational level of 50 g. Replacement material of lead with a certain degree of angularity was used and placed until the settlement of the replacement material embankment reached a state of equilibrium. Vertical displacement of the replacement material was monitored during tests. The depth and shape of the replacement, especially the slope of the penetrated material and the water content of the clay ground were measured after finishing tests. Model tests for investigating the stability of an embankment after backfilling were also performed to simulate the behavior of a dike treated with replacement and backfilled with sandy material. As a result of the centrifuge model test, the behavior of the replacement, the mechanism of the replacement material being penetrated into clay ground, and the depth of the replacement were evaluated.

방파제 축조공사의 Centrifuge 모델링과 수치해석 (Centrifuge Modeling and Numerical Analysis on Breakwater Construction)

  • 유남재;김동건;윤대희
    • 산업기술연구
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    • 제31권B호
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    • pp.81-90
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    • 2011
  • Centrifuge modeling and numerical analysis on works of breakwater construction were performed to investigate the behavior of caisson type of breakwater and foundation treated with the method of DCM (Deep Cement Mixing) under the condition of wave action in field. In centrifuge modeling, construction sequence of breakwater caisson such as preparation of ground, treatment of DCM, installation of rubble mound, placement of breakwater caisson and lateral loading on the breakwater due to wave action were reconstructed. Lateral movement of model breakwater and ground reaction in the vertical direction were monitored during test. Stress concentration ratio between the untreated ground and the treated ground with DCM was evaluated from measurement of vertical stresses on each ground. Numerical analysis with the software of PLAXIS was carried to compare with Results of centrifuge model test. It was found that stability of model breakwater was maintained during stage of construction and the compared results about stress concentration ratio were in relatively good agreements.

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지보공법에 따른 토사터널의 거동에 관한 수치해석 (Numerical Analysis on the Behavior of the Earth Tunnel due to Supporting Methods)

  • 김진태;박병수;정길수;유남재
    • 산업기술연구
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    • 제24권A호
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    • pp.239-250
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    • 2004
  • Numerical analysis were performed to investigate the stability and internal movement of tunnel located beneath the base of abutment of bridge according to the method of supporting tunnel. Two supporting methods of the multi-staged grouting method with steel pipes and the large diameter of pipe supporting method were used in the centrifuge model tests. The slip form of model lining, specially built to simulate the process of tunnel excavating under the condition of accelerated g-level, was used in the centrifuge model tests. Four centrifuge model tests were performed, changing the supporting methods of the multi-staged grouting method with steel pipes and the large diameter of pipe supporting method and the location of model abutment base of bridge. For internal displacement of tunnel, movements of the crown. The left and the right sides of spring line were measured during the proceeds of excavating tunnel in centrifuge model tests. Test results were compared with numerically estimated values of internal displacement of tunnel by using the commercially available FEM software of PENTAGON-3D. It was found that they were in good agreements and the large diameter of pipe supporting method was more stable than the multi-staged grouting method with steel pipes with respect to the internal movement of tunnel.

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응력에 의한 밀도증가의 영향과 액상화 원심모형실험을 위한 모형지반성형법 (The Influence of Stress-induced Densification and Centrifuge Model Preparation Method for Soil Liquefaction)

  • 박성식
    • 한국지반공학회논문집
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    • 제22권11호
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    • pp.151-158
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    • 2006
  • 균일한 모래지반을 이용한 원심모형실험에서는 지표면근처에서 액상화가 발생한 후에 점차적으로 깊은 곳으로 전파되는 경향을 보였다. 이와 같은 현상은 실내실험에서 상재하중효과를 고려했을 때 관찰되는 액상화현상과 상반되는 것처럼 보인다. 그러나, 응력증가에 따른 모형지반의 상대밀도증가가 구속압증가에 따른 액상화저항감소를 상쇄시킨다. 이와 같은 응력증가에 따른 상대밀도증가는 실제 원심모형실험에서 발생하고 있으나, 모형지반성형법에서는 고려되고 있지 않다. 따라서, 본 논문에서는 원심모형실험에서 발생할 수 있는 상대밀도증가를 고려한 새로운 원심모형지반성형법을 제안하였다. 새로운 모형지반성형법은 액상화에 관한 $K_0$ 효과를 연구하는데 사용될 수 있으며, 본 연구에서는 수치해석방법을 이용하여 그 실용성을 증명하였다.

동적원심모형 시험을 이용한 부지응답해석 검증시 입력 지진의 결정 (Appropriate Input Earthquake Motion for the Verification of Seismic Response Analysis by Geotechnical Dynamic Centrifuge Test)

  • 이진선
    • 한국지진공학회논문집
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    • 제17권5호
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    • pp.209-217
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    • 2013
  • In order to verify the reliability of numerical site response analysis program, both soil free-field and base rock input motions should be provided. Beside the field earthquake motion records, the most effective testing method for obtaining the above motions is the dynamic geotechnical centrifuge test. However, need is to verify if the motion recorded at the base of the soil model container in the centrifuge facility is the true base rock input motion or not. In this paper, the appropriate input motion measurement method for the verification of seismic response analysis is examined by dynamic geotechnical centrifuge test and using three-dimensional finite difference analysis results. From the results, it appears that the ESB (equivalent shear beam) model container distorts downward the propagating wave with larger magnitude of centrifugal acceleration and base rock input motion. Thus, the distortion makes the measurement of the base rock outcrop motion difficult which is essential for extracting the base rock incident motion. However, the base rock outcrop motion generated by using deconvolution method is free from the distortion effect of centrifugal acceleration.