• Title/Summary/Keyword: Well test analysis

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A Study on Effect of Army Risk Assessment System for Preventing Safety Accidents (육군 위험성평가체계의 사고예방효과에 관한 연구)

  • Minsuk Park;Byungho Beak;Seungbae Park;Namjoo Jeon
    • Journal of Korean Society of Industrial and Systems Engineering
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    • v.47 no.2
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    • pp.84-92
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    • 2024
  • The purpose of this study is to analyze effect of Army Risk Assessment System(ARAS) which is used to prevent safety accident in ROK army. Based on prior research, we select 4 indicators which are related to accident prevention effect and analyze the differences before and after ARAS operation for each indicators by using Paired-Samples T-Test. Also, we analyze the correlation between degree of ARAS operation and status of safety accidents of 112 ROK Army units. We conduct an evaluation of each function within the system using IPA method. The results of this study are as follows; All 4 indicators are improved compared to before ARAS operation, and the differences are statistically significant. Also, there is negative correlation between the degree of ARAS operation and the occurrence of safety accidents. So, the operation of ARAS has a positive effect on preventing safety accidents. Finally among the 15 functions of ARAS, 4 functions require improvement. The findings of this study have implications for proposing necessity of computerized system in enforcing Risk Assessment. Also, whether or not operating ARAS is important, but it is also important to operate it well. Lastly, We propose improvement plans for each function to operate it well.

Hydro-thermal Numerical Simulation for an Artificial Recharge Test in a Fractured Rock Aquifer (암반대수층 지하수 인공함양 시험에 대한 열-수리 모델링)

  • Park, Daehee;Koo, Min-Ho;Kim, Yongcheol
    • Journal of Soil and Groundwater Environment
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    • v.20 no.1
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    • pp.65-75
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    • 2015
  • An artificial recharge test aimed at investigating transport characteristics of the injected water plume in a fractured rock aquifer was conducted. The test used an injection well for injecting tap water whose temperature and electrical conductivity were different from the groundwater. Temporal and depth-wise variation of temperature and electrical conductivity was monitored in both the injection well and a nearby observation well. A highly permeable fracture zone acting as the major pathway of groundwater flow was distinctively revealed in the monitoring data. A finite element subsurface flow and transport simulator (FEFLOW) was used to investigate sensitivity of the transport process to associated aquifer parameters. Simulated results showed that aperture thickness of the fracture and the hydraulic gradient of groundwater highly affected spatio-temporal variation of temperature and electrical conductivity of the injected water plume. The study suggests that artificial recharge of colder water in a fractured rock aquifer could create a thermal plume persistent over a long period of time depending on hydro-thermal properties of the aquifer as well as the amount of injected water.

Effects of a Happiness Choice Program Based on Reality Therapy on Subjective Well-being and Interpersonal Relations in Nursing Students (현실치료를 적용한 행복선택 프로그램이 간호대학생의 주관적 안녕감과 대인관계능력에 미치는 효과)

  • Lee, Eun Sook
    • Journal of Korean Public Health Nursing
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    • v.29 no.3
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    • pp.503-514
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    • 2015
  • Purpose: The purpose of this study was to determine the effects of a happiness choice program based on reality therapy on subjective well-being and interpersonal relations in nursing students. Methods: A nonequivalent control group pre-posttest design was used. The participants were 45 nursing students, 22 in the experimental group, and 23 in the control group. They were from 2 different colleges of nursing located in 2 regions. The happiness choice program based on reality therapy was held 6 times over 6 weeks, taking 120 minutes per session. Nursing students' subjective well-being and interpersonal relations were measured. SPSS 18.0 using the ${\chi}^2$-test, t-test, and paired t-test were used in data analysis. Results: Nursing students in the experimental group showed significantly higher life satisfaction (t=3.81, p<.001), positive emotion (t=2.09, p=.042), and interpersonal relations (t=4.11, p<.001), while significantly lower negative emotion (t=-2.59, p=.013). Conclusion: The findings of this study suggest that a happiness choice program based on reality therapy could be a useful intervention for improving subjective well-being and interpersonal relations of nursing students.

Analysis of load-settlement behaviour of shallow foundations in saturated clays based on CPT and DPT tests

  • Mir, Mouna;Bouafia, Ali;Rahmani, Khaled;Aouali, Nawel
    • Geomechanics and Engineering
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    • v.13 no.1
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    • pp.119-139
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    • 2017
  • Static Penetration Test (CPT) and Dynamic Penetration Test (DPT) are commonly used in-situ tests in a routine geotechnical investigation. Besides their use for qualitative investigation (lithology, homogeneity and spatial variability), they are used as practical tools of geotechnical characterization (resistance to the penetration, soil rigidity) and modern foundation design as well. The paper aims at presenting the results of an extensive research work on the evaluation of the 1D primary consolidation settlement of saturated clayey soils on the basis of the CPT or DPT tests. The work is based on an analysis of the correlations between the tip resistance to penetration measured in these tests and the parameters of compressibility measured by the compressibility oedometer test, through a local geotechnical database in the northern Algeria. Such an analysis led to the proposal of two methods of calculation of the settlement, one based on the CPT test and the other one on the DPT. The comparison between the predicted settlements and those computed on the basis of the oedometer test showed a good agreement which demonstrate the possbility to use the CPT and DPT tests as reliable tools of computation of foundation settlements in clayey soils.

A Study on Psychological Well-Being among College Students (일 지역 대학생의 심리적 안녕감에 대한 연구)

  • Park, Jeeyeon
    • Journal of Convergence for Information Technology
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    • v.10 no.2
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    • pp.55-62
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    • 2020
  • The purpose of this study is to find out impact of physical health, family strength and psychological well-being on college students in Korea, and to use it as a basic data in developing psycholohgical well-being promotion interventions for college students. The study was composed of 125 students who were studying in 4-year system at colleges. Data were collected from September 1st to October 31st, 2019. Data analysis included an independent t-test, ANOVA, Pearson correlation coefficients and multiple regression using the SPSS 23.0 program. As a result of this study, psychological well-being of those was significantly correlated with physical health and family strenth. In a regression analysis, psychological well-being accounted for 28% of the variance of family strength, physical health and Club activity. The most significant factor affecting the success of psychological well-being was family strength (β=0.34, p<.001). The result of the study indicate the importance of consideration with family strength for psychological well-being of college students.

Analysis on Reactions of Full-Scale Airframe Static Structural Test (항공기 전기체 정적구조시험의 반력 분석)

  • Shim, Jae-yeul
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.48 no.3
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    • pp.195-205
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    • 2020
  • This study addresses analysis on reactions which are induced in restraint system for airframe full-scale static structural test. This system restraints 6 degrees of freedom of a test article. It is valuable to study evaluating test error through analysis on the reactions which include all errors in a test. It is required to calculate fistly right reactions for the evaluation. This study focuses on calculation of the right reactions. The reaction is represented by sum of nominal reaction(Rn) and testing error reactions(Rce, Rerr) and is analyzed by two steps (inital vs relative reaction) in this study. It would evaluate intrinsic error at 0%DLL and error induced from applying test load, separately. Based on analysis using test data of a full-scale static test(canard type aircraft), resultant force of Rces and Rce_rs are distributed within 82.8N while resultant force of Rerr_rs shows to increase upto max. 808N as load level increment. Such well distribution of the Rce within the small range is caused from TMF values characteristics which are well distributed within -30N~40N. Additionally, it is shown through qualitative analysis on three components(X0, Y0, Z0) of the relative reaction(Rerr_r) that the reactions must be calculated with considering deformation of test article to calculate correctly reactions. This study shows also that equations characterizing deformation of components of test article are required to calculate the correct reactions, the equations must include information which will be used to calculate movement of all loading points.

Analysis of behavioral characteristics of liquefaction of sand through repeated triaxial compression test and numerical analysis

  • Hyeok Seo;Daehyeon Kim
    • Geomechanics and Engineering
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    • v.38 no.2
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    • pp.165-177
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    • 2024
  • Liquefaction phenomenon refers to a phenomenon in which excess pore water pressure occurs when a dynamic load such as an earthquake is rapidly applied to a loose sandy soil ground where the ground is saturated, and the ground loses effective stress and becomes liquid. The laboratory repetition test for liquefaction evaluation can be performed through a repeated triaxial compression test and a repeated shear test. In this regard, this study attempted to evaluate the effects of the relative density of sand on the liquefaction resistance strength according to particle size distribution using repeated triaxial compression tests, and additional experimental verification using numerical analysis was conducted to overcome the limitations of experimental equipment. As a result of the experiment, it was confirmed that the liquefaction resistance strength increased as the relative density increased regardless of the classification of soil, and the liquefaction resistance strength of the SP sample close to SW was quite high. As a result of numerical analysis, it was confirmed that the liquefaction resistance strength increased as the confining pressure increased under the same relative density, and the liquefaction resistance strength did not decrease below a certain limit even though the confining pressure was significantly reduced at a relatively low relative density. This is judged to be due to a change in confining pressure according to the depth of the ground. As a result of analyzing the liquefaction resistance strength according to the frequency range, it was confirmed that there was no significant difference from the laboratory experiment results in the basic range of 0.1 to 1.0 Hz.

The Mechanical Properties of Corrugated Cardboard using Equivalent Evaluation (등가 물성 평가를 이용한 골판지의 물성치)

  • Kwon, Kyung Young;Jung, Jong-Yun
    • Journal of Korean Society of Industrial and Systems Engineering
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    • v.37 no.1
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    • pp.157-164
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    • 2014
  • The usage of corrugated cardboard for packing material is increasing in these days because it is light and easy to manufacture packing boxes. However, the structure analysis of packing boxes, made of cardboard, is not well carried. The reason can be deduced that its mechanical properties for structure analysis are not well known. The cardboards are made different shapes with various types of raw materials that are paper-based compound. In addition, the cardboards are considered to be orthotropic material. This research finds mechanical properties of triple layered cardboard which is composed of outer liner and inner liner. The moduli of elasticity and of shear for liners are found from tension test and T-Peel test. The mechanical properties of the cardboard are calculated using the super position method and equivalent evaluation method.

Analysis of Cell Latch-up Effect in SRAM Device (SRAM 소자의 Cell Latch-up 현상 분석)

  • Lee Jun-Ha;Lee Hoong-Joo
    • Proceedings of the KAIS Fall Conference
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    • 2004.11a
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    • pp.203-205
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    • 2004
  • A soft error rate neutrons is a growing problem for terrestrial integrated circuits with technology scaling. In the acceleration test with high-density neutron beam, a latch-up prohibits accurate estimations of the soft error rate (SER). This paper presents results of analysis for the latch-up characteristics in the circumstance corresponding to the acceleration SER test for SRAM. Simulation results, using a two-dimensional device simulator, show that the deep p-well structure has better latch-up immunity compared to normal twin and triple well structures. In addition, it is more effective to minimize the distance to ground power compared with controlling a path to the $V_{DD}$ power.

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The Finite Element Analysis of Car Seat Frame According to The FMVSS Strength Test (FMVSS 강도테스트에 다른 자동차 시트프레임의 유한요소해석)

  • 이호용;임중연;범형택
    • Transactions of the Korean Society of Automotive Engineers
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    • v.7 no.6
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    • pp.241-247
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    • 1999
  • This study presents the structural analysis of car a seat frame by the finite element method. The load-deformation characteristics of seat frame are simulated according to the test requirements by FMVSS. Three dimensional modeling technique is applied to the components of the seat frame. The shell, solid , gap and rigid elements are employed to model the car seat frame assembly. Numerical results show that the recliner and kunckle plate are identified as the possible weak part of frame, and the results are well consistent with the experimental static load test. The current analysis model can provide useful informations to design a new car seat and can reduce the overall design cost and time.

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