• Title/Summary/Keyword: 파괴불안정

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An Analysis of Cut-slope Based on the Prediction of Joint Distribution inside the Cut-face (개착면 내부에서의 절리분포 예측을 통한 사면 해석)

  • Lee Chang-Sup;Chung Jin-Bo;Cho Taechin
    • Tunnel and Underground Space
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    • v.14 no.6 s.53
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    • pp.391-398
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    • 2004
  • An algebraic algorithm for predicting the joint trace distribution on the cut-face of rock slope based on the orientations and the locations of joints investigated in the borehole has been developed. Joint trace prediction is manipulated by utilizing the three dimensional plane equations of both joint planes and projection face, and the extent of trace within the projection area is calculated by considering the persistence of each joint plane. Joint trace prediction method is efficiently applied for analyzing the stability and the adequacy of support design of Gimhae Naesam cut-slope, which is structurally unstable due to slumping. Structural characteristics of rock mass is investigated by performing DOM drilling and the potential rock mass sliding inside slope face is analyzed by examining the orientations of joint planes which can induce the slope failure. Also, the efficiency of anchor support design is evaluated by considering the joint trace distribution on the anchor installation area and its sliding potential.

Fracture of Multiple Flaws in Uniaxial Compression (일축압축 상태하 다중 불연속면의 파괴에 대한 연구)

  • 사공명;안토니오보베
    • Tunnel and Underground Space
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    • v.11 no.4
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    • pp.301-310
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    • 2001
  • Gypsum blocks with sixteen flaws have been prepared and tested in uniaxial compression. Results from these experiments are compared with observations from the same material with two and three flaws. The results indicate that the cracking pattern observed in specimens wish multiple flaws is analogous to the pattern obtained in specimens with two and three flaws such as initiation and propagation of wing, and secondary cracks and coalescence. Wing cracks initiate at an angle with the flaw and propagate in a stable manner towards the direction of maximum compression. Secondary cracks initiate and propagate in a stable manner. As the load is increased, secondary cracks may propagate in an unstable manner and produce coalescence. Two types of secondary cracks are observed: quasi-coplanar, and oblique secondary cracks. Coalescence is produced by the linkage of two flaws: wing and/or secondary cracks. From the sixteen flaws test, four types of coalescence are observed. Observed types of coalescence and initiation stress of wing and secondary crackle depend on flaw geometries, such as spacing, continuity, flaw inclination angle, ligament angle, and steppings.

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Analysis of Whole Tunnel Stability by Using Rock Mass Classification and Mohr-Coulomb Analytical Solution (암반분류와 Mohr-Coulomb 이론해를 이용한 터널 전구간 안정성 분석)

  • Jung, Yong-Bok;Park, Eui-Seob;Ryu, Dong-Woo;Cheon, Dae-Sung
    • Tunnel and Underground Space
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    • v.23 no.4
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    • pp.280-287
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    • 2013
  • Finite element or difference methods are applied to the analysis of the tunnel stability and they provide detailed behaviour of analyzed tunnel sections but it is rather inefficient to analyze all the section of tunnel by using these methods. In this study, the authors suggest a new stability analysis method for whole tunnel to provide an efficient and easy way to understand the behaviour of whole tunnel by using an analytical solution with the assumption of equivalent circular tunnel. The mechanical behaviour, radial strain and plastic zone radius of whole tunnel were analyzed and appropriate support pressure to maintain the displacement within the allowable limit was suggested after the application of this method to the tunnel. Consequently, it was confirmed that this method can provide quick analysis of the whole tunnel stability and the quantitative information for subsequent measures such as selection of tunnel sections for detailed numerical analysis, set up of the monitoring plan, and so on.

Determination of Permissible Shear Stresses on Vegetation Mats by Soil Loss Evaluation (토양 손실 평가에 의한 식생매트의 허용 소류력 결정)

  • Lee, Du Han;Rhee, Dong Sop;Kim, Myounghwan
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.14 no.11
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    • pp.5956-5963
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    • 2013
  • By the activation of environment-friendly river works, application of vegetation mats is increasing, however, evaluation techniques for hydraulic stability of vegetation mats are not presented. This study is conducted to develop the objective test method for vegetation mats. Two kind of vegetation mats are tested by the real scale experiments, and hydraulic quantities are measured and analyzed to evaluate acting shear stresses. To evaluate soil loss, Terrestrial 3D LiDAR measurement is conducted and soil loss index are calculated from changes of bed elevation. Quantified evaluation for permissible shear stresses is conducted by graphical method for acting shear stresses and soil loss index. By the results of precision survey, changes of sub soil are limited to local range in stable cases and relatively large changes of sub soil which is similar to natural river bed are detected in unstable cases. From the study, evaluation of permissible shear stresses by ASTM D 6040 is avaliable in the failure mechanism and failure criteria by soil loss index.

인공치아와 표면처리

  • Choe, Han-Cheol
    • Proceedings of the Korean Institute of Surface Engineering Conference
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    • 2016.11a
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    • pp.121-121
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    • 2016
  • 치아는 인체중에서도 혹한 환경에서 부분으로 높은 하중과 타액과 같은 강 부식성 매체로 그 환경이 상상을 초월한다. 즉 반복적으로 가해지는 하중(응력)과 침식을 유발하는 타액과 음식물 등이다. 따라서 치아가 쉽게 파괴되거나 썩는 현상이 나타나게 된다. 이렇게 사용되다가 치아의 역할을 다하게 되면 인공치아를 사용하게 되는데 그 재료가 바로 타이타늄(Ti)이다. 생체매식재로 사용되는 Ti는 반응성이 높아 산소와 쉽게 결합하여 표면에 TiO, $TiO_2$, 및 $Ti_2O_3$와 같은 산화피막을 표면에 형성함으로써 뛰어난 부식저항성과 생체적합성을 가지며 생체에 독성이 없고 탄성계수가 골과 비슷하여 골과 임플란트 경계면에서 응력분산에 유리한 성질 등 물리적, 기계적 성질이 뛰어나 외과용 임플란트 재료로 가장 좋은 재료이다. 금속 임플란트의 생체적합도는 임플란트 재료 자체보다는 생체 내 산화막이 화학적으로 불안정할 때 부식이 발생하게 되고 그 결과 금속이온이 주위로 유리되어 조직반응을 일으키므로 금속의 표면을 덮고 있는 산화막에 의해 좌우된다. Ti는 생체불활성재료로서 매식재료로 사용할 경우 뼈와 잘 융합되는 골유착을 나타내나 골과 화학적결합은 하지 않고 골형성을 적극적으로 유도하지 못함으로 환자의 치유기간이 길어지게 된다. 이러한 이유로 골조직내 임플란트의 접합을 개선하기위한 연구가 이루어져 골과의 결합을 높이기 위해 골유착을 일으키는 Ti에 골성장을 유도하는 뼈성분인 하이드록시 아파타이트(HA)라는 물질을 플라즈마 코팅법을 사용하던가 아니면 Hanks' solution내에서 침적 후 HA도금을 하는 방법 등으로 처리하고 있다. 그러나 플라즈마 코팅법은 고온에서 처리를 행하고 Hanks' solution내에 침적할 경우 Ti표면에 밀착도가 저하되거나 합금의 상변화 등으로 인하여 표면처리 과정 중에서 내식성이 크게 감소될 수 있다. 이러한 여러 가지 코팅법을 통하여 골 유착을 증진시키기 위한 연구는 계속되고 있지만 임상적으로 사용 후 문제가 단시일에 발생되는 것도 아니고 수년이 지나야 나타나게 된다. 이러한 방법으로 코팅을 하게 되면 골과 잘 유착이 되어 자연차아와 같은 기능을 하게 된다. 따라서 이러한 문제를 최소화하는 방법이 나노구조를 표면에 형성시켜 골유착을 쉽게 함으로써 이를 개선할 수 있을 것으로 생각되어 본 강의에서는 임플란트의 문제와 사용되는 재료에 대하여 고찰하여 자연치아를 대체 할 수 있는지 알아보았다.

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Role of T7 phage lysozyme affected sequence-specific transcription termination by T7 RNA polymerase (염기서열 특이적 전사종결에 영향을 주는 T7 파아지 lysozyme의 역할)

  • Kim, Dong-Hee;Lee, Sang-Soo
    • The Journal of Natural Sciences
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    • v.14 no.1
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    • pp.51-61
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    • 2004
  • T7 RNA polymerase is a single subunit RNA polymerase able to accomplish whole transcription process without auxiliary factors. T7 phage lysozyme involcing in destruction of host cell wall repress T7 transcription and affects transcription termination process. Therefore expression vector pT7lys containing T7 phage lysozyme gene was constructed and expressed. T7 phage lysozyme protein was purified to homogeneity by Ni-NTA column chromatography. Also amidase activity of the purified lysozyme was identified. In order to understand the effect of the lysozyme on the sequence specific transcription termination. T7 transcription elongation complexes at the site rrnB T1 transcription termination signal were made in the presence the lysozyme. The results shows that the transcription elongation complexes are unstable in the presence of T7 phage lysozyme.

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3-D Slope Stability Analysis on Influence of Groundwater Level Changes in Oksan Landslide Area (지하수위 변화에 따른 옥산 산사태 지역의 3차원 사면안정성 해석)

  • Seo, Yong-Seok;Kim, Sung-Kwon;Lee, Kyoung-Mi
    • The Journal of Engineering Geology
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    • v.18 no.2
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    • pp.177-183
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    • 2008
  • In the study, we carried out a 3-D analysis to assess the influence of groundwater level changes on the slope stability, conducting a series of back-numerical analysis to delineate the critical line of the shear strength of the failure surface of a landslide, and a laboratory test to determine the geo-mechanical properties of soil samples. The analysis result shows that the shear strength determined by the laboratory test was distributed below the critical line of shear strength estimated by back-analysis. Differences between driving and resisting force were also analyzed in groundwater conditions of dry and saturation. It appeared that the stress gets greater towards the slope center of the landslide, and the debris mass moves downwards. According to the analysis, the factor of safety becomes 1 with the rise of foundwater level up to -0.85 m from the slope surface, while the slope tends to stay stable during dry seasons.

A Study on the Grotesque Tendency in German Expressionism - Focused on Café Müller (독일 표현주의에 내재된 그로테스크 성향 연구 - 카페 뮐러(Café Müller)를 중심으로)

  • CHOI, Jung Yun
    • Trans-
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    • v.15
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    • pp.105-140
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    • 2023
  • This study aims to investigate the interrelationship between German expressionist dance and grotesque art, with a specific focus on the analysis of Pina Bausch's renowned work, <Café Müller>. German expressionist dance emerged as a response to the social instability and economic downturn that followed World War I, leading to the introduction of expressionism and grotesque aesthetics. The incorporation of grotesque expression in dance plays a critical role in boldly portraying the destruction of the human condition and its underlying causes, thereby offering insights into social contradictions and the erosion of human nature. This research thoroughly explores the intricate connection between German expressionist dance and grotesque expression, providing a comprehensive analysis of Pina Bausch's <Café Müller> to reassess the profound meaning and significance of expressionist dance. Additionally, this study delves into the inherent grotesque tendencies embedded within the work, surpassing conventional notions of visual beauty and ugliness, and strives to reinterpret the essence of grotesque expression through the nuanced movements of the dancers and the integration of auditory elements within the performance.

The Fourth Industrial Revolution and Labor Relations : Labor-management Conflict Issues and Union Strategies in Western Advanced Countries (4차 산업혁명과 노사관계 : 노사갈등 이슈와 서구 노조들의 대응전략을 중심으로)

  • Lee, Byoung-Hoon
    • 한국사회정책
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    • v.25 no.2
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    • pp.429-446
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    • 2018
  • The $4^{th}$ Industrial Revolution, symbolizing the explosive innovation of digital technologies, is expected to have a great impact on labor relations and produce a lot of contested issues. The labor-management issues, created by the $4^{th}$ Industrial Revolution, are as follows: (1) employment restructuring, job re-allocation, and skill-reformation, driven by the technological displacement, resetting of worker-machine relationship, and negotiation on labor intensity and autonomy, (2) the legislation of institutional protection for the digital dependent self-employed, derived from the proliferation of platform-mediated labor, and the statutory recognition of their 'workerness', (3) unemployment safety net, income guarantee, and skill formation assistance for precarious workeforce, (4) the protection of worker privacy from workplace surveillance, (5) protecting labor rights of the digital dependent self-employed and prcarious workers and guaranteeing their unionization and collective bargaining. In comparing how labor unions in Western countries have responded to the $4^{th}$ Industrial Revolution, German unions have showed a strategic approach of policy formation toward digital technological innovations by effectively building and utilizing diverse channel of social dialogue and collective bargaining, while those in the US and UK have adopted the traditional approach of organizing and protesting in attempting to protect the interest of platform-mediated workers (i.e. Uber drivers). In light of the best practice demonstrated by German unions, it is necessary to build the process of productive policy consultation among three parties- the government, employers, and labor unions - at multi levels (i.e. workplace, sectoral and national levels), in order to prevent the destructive damage as well as labor-management confrotation, caused by digital technological innovations. In such policy consultation procesess, moreover, the inclusive and integrated approach is required to tackle with diverse problems, derived from the $4^{th}$ Industrial Revolution, in a holistic manner.

A Study of Impacts of Human Interference on the Gapcheon River Basin in Daejeon City (도시하천에 대한 인위적 간섭 특성 및 하천 관리 방안 - 대전시 갑천유역을 중심으로 -)

  • Kim, Doo-Il
    • Journal of the Korean association of regional geographers
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    • v.14 no.1
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    • pp.1-18
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    • 2008
  • If there is no choice but to be urbanized, we should examine how human interference has had influences on the area to keep the river environment safe and stable. This study is aimed at finding improvement by examining the effect of human interference in Gapcheon river in Daejeon, which is developing fast. Distinctive features of human interference in Gapcheon river are followings. First, middle and upper reaches of Gapcheon river are being maintained and restored focusing on flood control but are scheduled to develop city and channel. Second, the rear area of middle and lower reaches of Gapcheon river is already developed into an urban district and solidified into artificial stream for leisure activities installing the artificial structure for fun. Third, lower reaches of Gapcheon river are in an unstable condition because of straightening waterway and developing rear area of river. Up to now, geographical features and bio-diversity of Gapcheon river has been ruined by the artificial management of river centered for technical engineering. From now on, followings should be considered for management of urban river. First, it is focused on maintaining eco system by itself than usage for human. Second, natural features of rear area of river should be taken into consideration and should be preserved before developing urban city and hills, back marsh, channel deposit and swamp to directly have an influence on river.

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