• Title/Summary/Keyword: 해석적 연구

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Estimation of Flood Wave for Non-Stationary Seepage Analysis (비정상 침투해석을 위한 설계홍수파형 산정)

  • Seo, Lynn;Yoon, Kwang-Seok
    • Proceedings of the Korea Water Resources Association Conference
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    • 2012.05a
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    • pp.703-703
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    • 2012
  • 대규모 하천이 많은 미국과 유럽 등은 정상 침투해석을 실시하여 제방을 설계하지만, 우리나라의 경우 상류 지역은 하천경사가 급하여 홍수지속시간이 짧고, 하류 지역은 하천경사가 완만하여 홍수지속시간이 길어 비정상 침투해석을 통해 제방을 설계한다. 설계 홍수파형을 정상상태로 해석하면 대상지점의 홍수파형이 갖는 홍수지속시간과 감수부 경사가 고려되지 않아, 상류 지역은 과대한 외력이 설정될 수 있으며, 하류 지역은 과소한 외력조건으로 과소 설계될 우려가 있어 시간에 따른 수위 변화를 고려한 비정상 침투해석이 필요하다. 비정상 침투해석을 위해서는 제방에 대한 외력조건으로 적용될 하천의 홍수파형이 필요하지만 국내에서는 홍수위와 지속시간 등 홍수파형의 시간분포에 대한 명확한 기준이 없어서 실무에서는 설계하고자하는 대상지점의 계획홍수량에 사용된 홍수파형의 계획홍수위와 홍수지속시간을 이용하여 설계홍수파형을 결정하여 사용하고 있다. 본 연구는 제방에 대한 부정류 침투해석을 위해 사용되는 설계홍수파형을 결정하는 방법을 소개하고, 우리나라 5대강 유역에 위치한 수위관측소 중 수위자료가 충분히 구축된 지점을 대상으로 과거 홍수사상 기간의 수위수문곡선과 계획홍수량 산정에 사용되었던 설계수문곡선을 이용하여 홍수파형을 결정하였다. 제방의 비정상 침투해석을 위한 설계홍수파형은 홍수지속시간과 감수부 경사로 결정된다. 본 연구에서 산정한 설계홍수파의 홍수지속시간은 대부분의 지점에서 계획홍수파의 지속시간보다 크게 산정되었으며, 실무에서 사용되는 계획홍수파의 지속시간이 과소산정되었음을 알 수 있었다. 홍수파의 감수부 경사의 경우, 본 연구에서 산정한 설계홍수파의 감수부 경사가 계획홍수파의 감수부 경사보다 비교적 완만한 것으로 나타났으며, 이는 지속시간이 긴 실제 홍수사상이 반영된 결과로 판단된다. 현재 비정상 침투해석을 위해 외력으로 설정되는 홍수파형은 계획홍수량 산정시 이용한 계획 홍수파형만을 사용한다. 이 경우 과거 홍수사상의 홍수지속시간이 반영되지 않아 안정성 측면에서 계획홍수파형과 과거 홍수를 모두 고려한 본 연구의 방법이 더 타당할 것으로 판단된다.

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Stability Analysis of Unsaturated Soil Slope by Coupled Hydro-mechanical Model Considering Air Flow (공기흐름을 고려한 수리-역학적 연동모델에 의한 불포화 토사사면의 안정해석)

  • Cho, Sung-Eun
    • Journal of the Korean Geotechnical Society
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    • v.32 no.1
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    • pp.19-33
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    • 2016
  • Stability analysis based on the limit equilibrium method combined with the result of infiltration analysis is commonly used to evaluate the effect of rainfall infiltration on the slope stability. Soil is a three-phase mixture composed of solid particle, water and air. Therefore, a fully coupled mixture theories of stress-deformation behavior and the flow of water and air should be used to accurately analyze the process of rainfall infiltration through soil slope. The purpose of this study is to study the effect of interaction of air and water flow on the mechanical stability of slope. In this study, stability analyses based on the coupled hydro-mechanical model of three-phases were conducted for slope of weathered granite soil widespread in Korea. During the process of hydro-mechanical analysis strength reduction technique was applied to evaluate the effect of rainfall infiltration on the slope stability. The results showed an increase of air pressure during infiltration because rain water continuously displaced the air in the unsaturated zone. Such water-air interaction in the pore space of soil affects the stress-deformation behavior of slope. Therefore, the results from the three-phase model showed different behavior from the solid-water model that ignores the transport effect of air in the pores.

A Study on Change of Safety Factor according to Slope Analysis Method using Strength Parameters and Slope Change (강도 정수와 경사도 변화를 활용한 비탈면 해석기법에 따른 안전율 변화에 관한 연구)

  • Moon, Hyojong;Shim, Jeonghoon;Jeong, Jisu;Lee, Seungho
    • The Journal of Engineering Geology
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    • v.27 no.1
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    • pp.31-40
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    • 2017
  • The slope stability analysis by the limit equilibrium method has the disadvantage that it can be applied only when the analysis is performed by setting the critical plane after analyzing the active surface many times and the soil is uniform and only the safety factor can be calculated. However, the analysis using the strength reduction analysis method has advantages that the engineer can judge various aspects and calculate the safety factor. In this study, the safety factor according to the change of slope and shear strength was compared and analyzed using limit equilibrium analysis and strength reduction method. It is suggested that it is desirable to use the strength reduction method which can synthetically review the stress, displacement, and strain in the soil.

Rockfall and Toppling Failure Simulation of Rock Slopes using 3-Dimensional Discontinuous Deformation Analysis (3차원 불연속변형해석법을 이용한 암반사면의 낙석과 전도 파괴 시뮬레이션)

  • Hwang, Jae-Yun;Ohnishi, Yuzo
    • Tunnel and Underground Space
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    • v.22 no.3
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    • pp.181-187
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    • 2012
  • Many researches on disaster prevention using computer simulation methods can be performed to minimize the damage of property and to protect human life. Discontinuous deformation analysis (DDA) is a new computer simulation method to analyze the behavior of discontinuous rock masses. Since most rock slope problems are 3-dimensional in nature, 2-dimensional deformation analysis has limited application. In this study, the basic principles of 3-dimensional discontinuous deformation analysis are described. The newly developed 3-dimensional discontinuous deformation analysis method is proposed as the computer simulation method for discontinuous rock masses. Then, the failure behavior of rock slopes are simulated using 3-dimensional discontinuous deformation analysis. The simulation results are compared and examined with the failure behavior at the rock slopes. The results show the applicability of 3-dimensional discontinuous deformation analysis to analyze the deformation and failure mechanisms of rock slopes.

Applications of Graph Theory for the Pipe Network Analysis (상수관망해석을 위한 도학의 적용)

  • Park, Jae-Hong;Han, Geon-Yeon
    • Journal of Korea Water Resources Association
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    • v.31 no.4
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    • pp.439-448
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    • 1998
  • There are many methods to calculate steady-state flowrate in a large water distribution system. Linear method which analyzes continuity equations and energy equations simultaneously is most widely used. Though it is theoretically simple, when it is applied to a practical water distribution system, it produces a very sparse coefficient matrix and most of its diagonal elements are to be zero. This sparsity characteristic of coefficient matrix makes it difficult to analyze pipe flow using the linear method. In this study, a graph theory is introduced to water distribution system analysis in order to prevent from producing ill-conditioned coefficient matrix and the technique is developed to produce positive-definite matrix. To test applicability of developed method, this method is applied to 22 pipes and 142 pipes system located nearby Taegu city. The results obtained from these applications show that the method can calculate flowrate effectively without failure in converage. Thus it is expected that the method can analyze steady state flowrate and pressure in pipe network systems efficiently. Keywords : pipe flow analysis, graph theory, linear method.

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Thread Rolling Analysis for Lead Screw Process Design (Lead Screw 공정 설계를 위한 전조 해석)

  • Shin, Myoung-Soo;Cha, Sung-Hoon;Kim, Jong-Bong;Kim, Jong-Ho;Ra, Seung-Woo
    • Elastomers and Composites
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    • v.44 no.4
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    • pp.391-396
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    • 2009
  • This paper presents the numerical analysis of thread rolling. Firstly, the analysis is focused on the effective analysis conditions that guarantee the reliability of the analysis results. The investigated parameters are the number of teeth and the number of elements. Using the analysis results, the number of elements and the number of teeth that guarantee the results are found. And then, the effects of the process parameters such as tool shape and temperature on the thread rolling are investigated. The analysis is carried out using DEFORM-3D. The results show that the flank angle and crest round have an effect on the thread rolling load. It is also shown that temperature have significant effects on the effective strain distribution, rolling load, and crack initiation. The crack initiation is predicted using the Cockcroft-Latham criterion.

Numerical Study of Thermo-hydraulic Boundary Condition for Surface Energy Balance (지표면 열평형의 열-수리적 경계조건에 대한 수치해석)

  • Shin, Hosung;Jeoung, Jae-Hyeung
    • Journal of the Korean Geotechnical Society
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    • v.37 no.12
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    • pp.25-31
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    • 2021
  • Boundary conditions for thermal-hydraulic problems of soils play an essential role in the numerical accuracy. This study presents a boundary condition considering the thermo-hydraulic interaction between the ground and the atmosphere. Ground surface energy balance consists of solar radiation, ground radiation, wind convection, latent heat from water evaporation, and heat conduction to the ground. Equations for each heat flux are presented, and numerical analyses are performed in conjunction with the FEM program for the thermal-hydraulic phenomenon of unsaturated soils. Numerical results using the weather data at the Ulsan Meteorological Observatory are similar to the measured surface temperature. Latent heat caused by water evaporation during the daytime lowers the surface temperature of the bare soil, and a thermal equilibrium is reached at nighttime when the effect of the ground condition is significantly reduced. The temperature change of the surface ground is diminished at the deeper ground due to its thermal diffusion. Numerical analysis where the surface ground temperature is the primary concern requires considering the thermo-hydraulic interaction between the ground and the atmosphere.

A Study on Evaluation Methods for Interpreting AI Results in Malware Analysis (악성코드 분석에서의 AI 결과해석에 대한 평가방안 연구)

  • Kim, Jin-gang;Hwang, Chan-woong;Lee, Tae-jin
    • Journal of the Korea Institute of Information Security & Cryptology
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    • v.31 no.6
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    • pp.1193-1204
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    • 2021
  • In information security, AI technology is used to detect unknown malware. Although AI technology guarantees high accuracy, it inevitably entails false positives, so we are considering introducing XAI to interpret the results predicted by AI. However, XAI evaluation studies that evaluate or verify the interpretation only provide simple interpretation results are lacking. XAI evaluation is essential to ensure safety which technique is more accurate. In this paper, we interpret AI results as features that have significantly contributed to AI prediction in the field of malware, and present an evaluation method for the interpretation of AI results. Interpretation of results is performed using two XAI techniques on a tree-based AI model with an accuracy of about 94%, and interpretation of AI results is evaluated by analyzing descriptive accuracy and sparsity. As a result of the experiment, it was confirmed that the AI result interpretation was properly calculated. In the future, it is expected that the adoption and utilization of XAI will gradually increase due to XAI evaluation, and the reliability and transparency of AI will be greatly improved.

Effects of Gender-stereotype Activation in Men's and Women's Self-construal (성 고정관념 활성화가 남녀의 자아해석에 미치는 영향)

  • Hee Jeong Bang ;Hyeja Cho
    • Korean Journal of Culture and Social Issue
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    • v.10 no.1
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    • pp.83-106
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    • 2004
  • This study was conducted to explore how men's and women's self-construals do change according to gender-stereotype activation. The results showed that men have stronger gender-stereotypes and construe self more gender-stereotypic way than women. In general, women showed having less gender-stereotype but they construed self more stereotypic way. And the stereotype activation affected only on women to construe self less stereotypic way. Both men and women do accept physical appearance stereotypes more than other domains of gender-stereotype when they construe their selves. Gender-role stereotypes are more accepted by men than women, and gender-stereotypes of ability are more accepted by men but refused by women when stereotype was activated. And men accepted prescriptive gender-stereotype more than women. People of high gender-stereotype group construe self more stereotypic way than those of low stereotype group. But in low gender-stereotype group, women construe self less stereotypic way when stereotype is activated than when not. These results are taken to show, among others, that self-stereotyping of targets were different depending on whether the targets are man or woman, and that self stereotyping of an individual contributes to build a mechanism of maintaining gender-stereotype of a society to which he or she belongs.

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2-D Inundation Analysis According to Post-Spacing Density of DEMs from LiDAR Using GIS (GIS를 활용한 LiDAR 자료의 밀도에 따른 2차원 침수해석)

  • Ha, Chang-Yong;Han, Kun-Yeun;Cho, Wan-Hee
    • Journal of the Korean Association of Geographic Information Studies
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    • v.13 no.1
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    • pp.74-88
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    • 2010
  • In this study, the points of LiDAR were modified in order to generate various DEM resolutions by applying LiDAR data in Ulsan. Since the LiDAR data have points with 1m intervals, the number of points for each resolution was modified to the size of 1, 5, 10, 30, 50, 100m by uniformly eliminating the points. A runoff analysis was performed on Taehwa river and its tributary, Dongcheon, with 200 year rainfall exceedance probability. 2-dimensional inundation analysis was performed based on the density of LiDAR data using FLUMEN, which was used to establish domestic flood risk map. Once DEM data obtained from LiDAR survey are used, it is expected that the study results can be used as data in determining optimal grid spacing, which is economical, effective and accurate in establishing flood defence plans including the creation of flood risk map.