• 제목/요약/키워드: failure line

검색결과 838건 처리시간 0.028초

Post-pillars design for safe exploitation at Trepça hard rock mine (Kosovo) based on numerical modeling

  • Ibishi, Gzim;Genis, Melih;Yavuz, Mahmut
    • Geomechanics and Engineering
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    • 제28권5호
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    • pp.463-475
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    • 2022
  • In the mine exploitation stage; one of the critical issues is the stability assessment of post-pillars. The instability of post-pillars leads to serious safety hazards in mining operations. The focus of this study is to assess the stability of post-pillars in the 130# stope in the central ore body at Trepça hard rock mine by employing both conventional (i.e., critical span curve) and numerical methods (i.e., FLAC3D). Moreover, a new numerical based index (i.e., Pillar Yield Ratio-PYR) was proposed. The aim of PYR index is to determine a border line between stable, potentially unstable, and failure state of post-pillars at a specific mine site. The critical value of pillar width to height ratio is 2.5 for deep production stopes (e.g., > 800 m). Results showed that pillar size, mining height and mining depth significantly have affected the post-pillar stability. The reliability of numerical based index (i.e., PYR) is verified based on empirical underground pillar stability graph developed by Lunder, 1994. The proposed pillar yield ratio index and pillar stability graph can be used as a design tool in new mining areas at Trepça hard rock mine and for other situations with similar geotechnical conditions.

LIFT CYCLE PREDICTION METHOD FOR THE SELECTION OF LIFT EQUIPMENT IN SUPER TALL BUILDING CONSTRUCTION

  • Seo-kyung Won;Choong-hee Han;Junbok Lee
    • 국제학술발표논문집
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    • The 3th International Conference on Construction Engineering and Project Management
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    • pp.153-160
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    • 2009
  • The demand for super tall building construction is increasing worldwide. There has been a constant request for achieving early payback on investment by shortening the construction time. This pertains especially for the case of huge investment projects such as super tall building construction. It is very important to shorten the construction time for the building framework, which requires substantial construction time and cost, and this is directly related to the establishment of an optimum lift plan for construction. When there is a problem in the selection of the lift equipment, it is almost impossible to revise the selection, resulting in a possible failure of the project. Thus, the purpose of this study is to analyze the function and logic for the development of the process for the selection of lift equipment for super tall building projects and further development of making the analyzed process into a system. In line with this research objective, the process of selecting the optimum lift equipment by domestic construction company was investigated and analyzed as well as collecting the actual field data. The actual data were obtained by sensors installed on tower cranes at three construction sites with the help from the construction company.

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제어 및 모니터링을 위한 스마트 키오스크 개발 (Development of Smart Kiosk for Controlling and Monitoring)

  • 김진사
    • 한국전기전자재료학회논문지
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    • 제35권2호
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    • pp.160-164
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    • 2022
  • In this paper, through the development of a smart panel (LCD kiosk) controller, contents to develop a system that can be operate in a desired environment by operating the window control and ventilation facilities according to the automatic controller operation based on the set values such as temperature, humidity, sunlight, and rainfall. In particular, the MQTT protocol-based sensor module can be directly manufactured and applied at any time based on various communication and power sources such as wireless, wired, and PLC (power line communication) to obtain the desired data, as well as fire, power failure, and intrusion in the house. It is also a system that enables operation and monitoring from a remote location based on the cloud environment by connecting sensors. Kiosks are currently being used in many places, and the demand for them is on the rise, and an active influx of young people can be expected through environmental improvement. It is expected to increase interest and understanding for improvement.

Uniaxial tensile test integrated design considering mould-fixture for UHPC

  • Zhang, Xiaochen;Shen, Chao;Zhang, Xuesen;Wu, Xiangguo;Faqiang, Qiu;Mitobaba, Josue G.
    • Advances in Computational Design
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    • 제7권4호
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    • pp.281-295
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    • 2022
  • Tensile property is one of the excellent properties of ultra-high performance concrete (UHPC), and uniaxial tensile test is an important and challenging mechanical performance test of UHPC. Traditional uniaxial tensile tests of concrete materials have inherent defects such as initial eccentricity, which often lead to cracks and failure in non-test zone, and affect the testing accuracy of tensile properties of materials. In this paper, an original integrated design scheme of mould and end fixture is proposed, which achieves seamless matching between the tension end of specimen and the test fixture, and minimizes the cumulative eccentricity caused by the difference in the matching between the tension end of specimen and the local stress concentration at the end. The stress analysis and optimization design are carried out by finite element method. The curve transition in the end of specimen is preferred compared to straight line transition. The rationality of the new integrated design is verified by uniaxial tensile test of strain hardening UHPC, in which the whole stress-strain curve was measured, including the elastic behavior before cracking,strain hardening behavior after cracking and strain softening behavior.

Media Dependency and Public Skepticism in Authoritarian States: Discursive Trends in Disseminating Information about COVID-19 in Iran

  • Alireza Azeri Matin
    • Journal of Information Science Theory and Practice
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    • 제11권4호
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    • pp.1-13
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    • 2023
  • Being one of the first and hardest hit countries by the coronavirus, Iran still continues to preserve its place among nations with the highest rates of infection and COVID-19 related deaths. While on the surface, such worrying status evinces the failure of the authorities in handling the crisis, at deeper levels, it points to the fundamentalist nature of the government and political system of the country. In this view, the current devastating condition in Iran is a clear indication of the all-out influence of the Islamic regime's ideologies on officials' decision-making and their political agendas throughout the pandemic. Accordingly, the staterun mainstream media, as the most preeminent institution of power, have been incessantly engaged in disseminating a series of ideology-laden information around the issues concerning the coronavirus, and in line with the developing political discourses during pandemic. Far from being based on factual accounts or scientific facts, these disseminated messages inevitably grew into a source of disinformation, ultimately resulting in overall public confusion and skepticism. Through examining the data gathered from some of the most prominent online news agencies run by the government, this study identifies five major discursive trends through which the mainstream media propagated ambiguous and manipulative information about COVID-19. These findings are then explained in the light of media system dependency theory, leading to the argument that within autocratic nation-states, public reliance on media during a national/global crisis brings about new opportunities for state exploitation, and further distressing consequences for the people.

표준압밀시험에 의한 점토의 초기탄성계수 산정 (The Estimation of Initial Elastic Modulus of Clay by Standard Consolidation Test)

  • 권병해;임성훈
    • 한국농공학회논문집
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    • 제66권1호
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    • pp.15-24
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    • 2024
  • Unlike artificially created homogeneous materials, the process of calculating the elastic modulus of natural soil involves the possibility of errors. Because the stress-strain behavior of soil is nonlinear, the secant modulus of elasticity is often used based on 1/2 of the stress at failure. Since soil has the property of changing its elastic modulus depending on the confining pressure, numerical analysis models that analyze its behavior inevitably include complex elements. The hyperbolic model, which relatively accurately simulates the behavior immediately after loading in soft ground, assumes that the stress-strain curve of the consolidated undrained triaxial test is hyperbolic and requires the slope of the tangent line at the starting point. However, the slope of the initial tangent in the stress-strain curve obtained from an actual triaxial test is difficult to have regularity according to changes in confining pressure. Additionally, due to the characteristics of a hyperbola, even small changes in related factors cause large changes in the hyperbola. Therefore, there is a lot of randomness in the process of calculating model parameters from the triaxial test results, which causes large differences in the results. Therefore, the method of calculating the initial elastic modulus by the consolidation test presented in this study is also used to verify the method by the triaxial test. It can be applied. However, since this study was applied to only one sample showing typical consolidation characteristics, it is necessary to check samples with various physical properties in the future.

Silicone radial head prostheses revisited: do they have a role in today's practice? A systematic review of literature on clinical outcomes

  • Erik M van Bussel;Anneluuk L. Lindenhovius;Bertram The;Denise Eygendaal
    • Clinics in Shoulder and Elbow
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    • 제26권3호
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    • pp.312-322
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    • 2023
  • Background: Silicone radial head prostheses (SRHP) are considered obsolete due to reports of frequent failure and destructive silicone-induced synovitis. Considering the good outcomes of modern non-radial silicone joint implants, the extent of scientific evidence for this negative view is unclear. The aim of this research was to systematically analyze the clinical evidence on complications and outcomes of SRHP and how SRHP compare to both non-SRHP and silicone prostheses of other joints. Methods: A systematic literature review was conducted through the Cochrane, PubMed, and Embase databases. Results: Eight cohort studies were included, consisting of 142 patients and follow-up periods ranging from 23 months to 8 years. Average patient satisfaction was 86%, range of 71%-100%, and 58 complications were seen, but no cases of synovitis. These outcomes were in line with non-SRHP. Four case series with 11 cases of synovitis were found, all due to implant fractures years to decades after implantation. Six systematic reviews of currently used non-radial silicone joint implants showed excellent outcomes with low complication rates. Conclusions: Since SRHP have satisfactory clinical results and an acceptable complication rate when selecting a patient group in suitable condition for surgical indications, it is considered that SRHP can still be chosen as a potential surgical treatment method in current clinical practice.

공간정보에 기반한 도로 데이터 자동생성 방법 (Automatic Generation Method of Road Data based on Spatial Information)

  • 주인학;최경호;유재준;황태현;이종훈
    • 한국공간정보시스템학회 논문지
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    • 제4권2호
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    • pp.55-64
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    • 2002
  • 효율적인 도로정보의 구축은 GIS에서 가장 중요한 주제이다. 본 논문에서는 도로정보를 자동으로 생성, 구축하기 위하여 모바일 매핑 기술과 영상인식 기술을 결합한 방법을 제안하였다. 모바일 매핑 시스템은 CCD 카메라, GPS, INS를 장착한 차량의 형태를 가지며, 취득한 영상에 나타난 공간객체의 좌표를 사진측량기법을 이용하여 계산한다. 모바일 매핑 시스템에 의한 공간객체 좌표추출과 데이터 구축은 자동화되지 않아 시간이 많이 드는 단점이 있다. 도로의 자동 인식은 영상인식 분야에서도 자동주행차량에 대한 연구의 형태로 진행되어 왔다. 그러나 영상인식에 기반한 방법들은 도로 차선에 적용할 경우 차선의 끊김 차량에 의한 가려짐 좋지 않은 날씨와 조명 등 실제의 도로나 도로변의 다양한 예외상황 때문에 원하는 결과를 얻기 힘든 경우가 많다. 이러한 단점을 보완하기 위하여 본 논문에서는 모바일 매핑 시스템으로부터 획득된 GPS/INS 데이터 및 영상인식 기술을 모두 이용한 자동 도로데이터 생성방법을 제안하였다. 영상에 나타난 도로 차선의 3차원좌표로부터 영상에서 객체가 나타날 위치를 추정하기 위한 방법을 고안하였으며, 이러한 방법은 도로 차선을 찾기 위한 복잡한 영상처리 과정을 대폭 줄일 수 있다. 예외상황 때문에 도로차선을 추출하지 못한 경우에는 스플라인 인터폴레이션에 의하여 값을 얻는다. 인터폴레이션은 교차로나 급격한 변화 지점에 따라 구분된 도로 구간 단위로 이루어진다. 본 논문에서는 제안된 객체좌표 추정방법과 인터폴레이션 기법에 대한 실험 및 결과를 제시하였다.

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고리 1호기에 대한 증기배관 파열사고 연구 (Study on the Steam Line Break Accident for Kori Unit-1)

  • Tae Woon Kim;Jung In Choi;Un Chul Lee;Ki In Han
    • Nuclear Engineering and Technology
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    • 제14권4호
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    • pp.186-195
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    • 1982
  • SYSRAN code를 사용하여 고리 1호기의 중기배관파열사고를 분석하였다. SYSRAN code는 중성자출력과 열선속계산은 각각 점근사 중성자 운동방정식과 집중정수 모형을 이용하고 냉각수 계통 과도현상에 대해서는 전 계통을 균일한 압력으로 취급하여 질량 및 에너지 평형방정식을 이용하여 계산한다. 사고 결과를 심각하게 만드는 노심상태로 부냉각재 온도계수가 커지는 노심말기와 증기발생기의 유체함량이 가장 많은 고온 정지상태를 호기조건으로 하여, 격납용기외부의 가장 큰 배관면적인 1.4f $t^2$ 크기의 증기배관이 파열되었을때 Moody critical flow model에 따라 증기가 방출된다고 가정하여 분석하였다. 그 결과 노심의 최대 열선속은 사고후 60초에 정상상대의 38%로서 FSAR의 26%에 비해 높은 값을 나타냈으나 모든 과도현상의 경향은 FSAR의 결과와 잘 일치하였다. 민감도 조사결과 이 사고는 냉각재밀도 계수와 노심 하부공간혼합인자에 가장 민감한 것으로 나타났다. B bank중 한 개의 RCCA가 완전인출 상태에서 노심에 삽입되지 않았다고 가정했을 경우의 FSAR 분석결과인 $F_{$\Delta$H}$를 3.66으로 Fz를 1.55로 하여 DNBR을 계산해 본 결과, 최소 DNBR은 1.62가 되어 핵연료의 손상은 예상되지 않았다. 점근사중성자 운동방정식, 집중 정수모형 및 질량과 에너지평형 방정식을 이용한 계통 과도 현상모델은 발전소 전 계통의 과도 현상의 경향을 연구하는데 적합한 것으로 밝혀졌다.구하는데 적합한 것으로 밝혀졌다.

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볼트 수직이음 PHC말뚝와 용접이음 PHC말뚝의 이음부 거동 비교 (Comparison of Splices between Bolts and Welding Spliced PHC Piles)

  • 김명학;최용규
    • 한국지반공학회논문집
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    • 제34권12호
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    • pp.93-103
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    • 2018
  • 볼트 수직이음 PHC말뚝 및 용접이음 PHC말뚝에 대한 휨강도시험을 실시하여 각 이음 PHC말뚝의 성능을 비교 분석하였다. $200N{\cdot}m$이상의 토크치로 체결한 볼트 수직이음 PHC말뚝에서는 가장 낮은 하중단계인 20kN에서도 볼트 수직이음구에서 좌우로 꺾인 변형 양상(직선 v형 라인)이 나타났으며 PHC말뚝 본체는 완전한 직선 형태를 유지하고 있었으므로 볼트 수직이음 PHC말뚝은 말뚝의 가장 중요한 성능인 일체화 거동을 하지 않았다. 체결토크가 풀린 즉, $20N{\cdot}m$의 토크치로 체결한 볼트 수직이음 PHC말뚝은 각 하중 단계에서 이음부위에 대하여 양쪽으로 대칭된 직선 V형 상태의 변위 양상을 나타내고 있었다. 각 하중 단계에서 하중 제거 시 이음말뚝은 하중 재하 전의 상태로 돌아가지 않았으므로 탄성 재료 거동을 나타내지도 않았다. 재하단계에 따른 이음부 변위 및 재하 하중 제거 후의 잔류 변위, 이음 PHC말뚝의 파괴하중 및 3가지 기본 성능 등을 비교한 결과 볼트 수직이음 PHC말뚝의 이음 품질은 용접이음 PHC말뚝의 이음 품질에 크게 미달하였다. 따라서 $200N{\cdot}m$ 이상의 토크치로 체결한 볼트 수직이음 PHC말뚝이나 체결토크가 풀린 볼트 수직이음 PHC말뚝은 이음말뚝의 기본 성능에 크게 미달하는 것으로 나타났다.