• Title/Summary/Keyword: 토의방법

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Particle Spacing Analysis of Frozen Sand Specimens with Various Fine Contents by Micro X-ray Computed Tomography Scanning (Micro X-ray CT 촬영을 통한 동결 사질토 시료의 세립분 함유량에 따른 입자간 거리 분석)

  • Chae, Deokho;Lee, Jangguen;Kim, Kwang-Yeom;Cho, Wanjei
    • Journal of the Korean GEO-environmental Society
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    • v.18 no.1
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    • pp.31-35
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    • 2017
  • The mechanical characteristics of frozen sand greatly depend on the frozen temperature and the fine contents according to the previous study by Chae et al. (2015). There are two hypotheses to explain this experimental results; one is the unfrozen water contents greatly affected by the fine contents and frozen temperature and the other is the sand particle spacing greatly affected by the pore-ice. To evaluate the latter hypothesis, the micro X-ray CT scan was performed. The micro X-ray CT scanning, one of the actively performed interdisciplinary research area, has a high resolution with micrometer unit allows to investigate internal structure of soils. In this study, X-ray CT technique was applied to investigate the effect of the frozen temperature and fine contents on the sand particle minimum and average spacing with the developed image processing techniques. Based on the spacing analysis, the frozen temperature and fine contents have little influence on the sand particle spacing in the frozen sand specimens.

Evolutionally optimized Fuzzy Polynomial Neural Networks Based on Fuzzy Relation and Genetic Algorithms: Analysis and Design (퍼지관계와 유전자 알고리즘에 기반한 진화론적 최적 퍼지다항식 뉴럴네트워크: 해석과 설계)

  • Park, Byoung-Jun;Lee, Dong-Yoon;Oh, Sung-Kwun
    • Journal of the Korean Institute of Intelligent Systems
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    • v.15 no.2
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    • pp.236-244
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    • 2005
  • In this study, we introduce a new topology of Fuzzy Polynomial Neural Networks(FPNN) that is based on fuzzy relation and evolutionally optimized Multi-Layer Perceptron, discuss a comprehensive design methodology and carry out a series of numeric experiments. The construction of the evolutionally optimized FPNN(EFPNN) exploits fundamental technologies of Computational Intelligence. The architecture of the resulting EFPNN results from a synergistic usage of the genetic optimization-driven hybrid system generated by combining rule-based Fuzzy Neural Networks(FNN) with polynomial neural networks(PNN). FNN contributes to the formation of the premise part of the overall rule-based structure of the EFPNN. The consequence part of the EFPNN is designed using PNN. As the consequence part of the EFPNN, the development of the genetically optimized PNN(gPNN) dwells on two general optimization mechanism: the structural optimization is realized via GAs whereas in case of the parametric optimization we proceed with a standard least square method-based learning. To evaluate the performance of the EFPNN, the models are experimented with the use of several representative numerical examples. A comparative analysis shows that the proposed EFPNN are models with higher accuracy as well as more superb predictive capability than other intelligent models presented previously.

A Study on Improvement and Change Properties of Landscape Construction Standard Specification - Focused on Planting - (조경공사 표준시방서 변화특성과 개선방향 연구 - 식재공사를 중심으로 -)

  • Yu, Joo-Eun;Jun, Jin-Wan;Lee, Sang-Suk
    • Journal of the Korean Institute of Landscape Architecture
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    • v.41 no.1
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    • pp.60-70
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    • 2013
  • This study focused on analyzing classification system, technique methods, quality levels of periodic amendment characteristics in planting of standard specification. Through analyzing the above and comparing with foreign case study, this study suggests the improvement directions. The results improvement directions are as follows. 1. Many kinds of new construction were set up through the amendments of Landscape Standard Specification, but there are still needs to combine some construction categories because of mismatches between upper and lower categories. 2. Although the Landscape Standard Specification was revised to be more concrete, the contents there remains an ambiguous expression. So, standard specification is needed to revise a depth of earth ball or strength of support materials and quantify collect period of topsoil and application time. In addition, standards about following supervisor's instruction should be more detailed or deleted. 3. The standard specification has not been specified despite enactment and amendments reflecting the periodical paradigm and the needs of users, so it is still needed to revise. In addition, quality levels, planting periods, size of earth ball and performance criteria of tree materials are needed to revise. Each specific classification and construction methods were made by amendments of standard specification, but some standards are not clear and concrete. Therefore, the standard specification is needed to revise the classification system, technique methods, and problem deduction of quality levels and proposal of improvement. This study will be reference material when Landscape Standard Specification is revised.

Development and Evaluation of the Cohousing Teaching.Learning plan (가정과 주생활 교육을 위한 코하우징 교수.학습 과정안 개발 및 평가)

  • Kim, Mi-Hyang;Cho, Jae-Soon
    • Journal of Korean Home Economics Education Association
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    • v.23 no.2
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    • pp.55-69
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    • 2011
  • This study aims at developing and evaluating the cohousing teaching/learning plan for middle and high school. The plan was developed into 5 stages such as data collection and analysis, design, development, implement, and evaluation_ It was composed of 3 lessons with various teaching materials; the concept and necessity of cohousing, spatial composition, and making a cohousing village as the main theme. The 3 home economics teachers carried out the plan for 28 classrooms (1125 students) in 2 middle and I high school, during 23th, Aug., to 17th, Sep. 2010 in Kyunggido. The high level of understanding, learning processes, interest, satisfaction with the class reported by the students showed that the plan might be adequate to both high and middle school students. The teachers carried the lessons reported the similar positive responses to the plan with some suggestions to increase teaching hours, prepare class appliances, and prepractice the teaching materials.

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Output-Only System Identification and Model Updating for Performance Evaluation of Tall Buildings (초고층건물의 성능평가를 위한 응답의존 시스템판별 및 모델향상)

  • Cho, Soon-Ho
    • Journal of the Earthquake Engineering Society of Korea
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    • v.12 no.4
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    • pp.19-33
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    • 2008
  • Dynamic response measurements from natural excitation were carried out for 25- and 42-story buildings to evaluate their inherent properties, such as natural frequencies, mode shapes and damping ratios. Both are reinforced concrete buildings adopting a core wall, or with shear walls as the major lateral force resisting system, but frames are added in the plan or elevation. In particular, shear walls in a 25-story building are converted to frames from the 4th floor level downwards while maintaining a core wall throughout, resulting in a fairly complex structure. Due to this, along with similar stiffness characteristics in the principal directions, significantly coupled and closely spaced modes of motion are expected in this building, making identification rather difficult. By using various state-of-the-art system identification methods, the modal parameters are extracted, and the results are then compared. Three frequency-domain and four time-domain based operational modal identification methods are considered. Overall, all natural frequencies and damping ratios estimated from the different identification methods showed a greater consistency for both buildings, while mode shapes exhibited some degree of discrepancy, varying from method to method. On the other hand, in comparison with analysis results obtained using the initial finite element(FE) models, test results exhibited a significant difference of about doubled frequencies, at least for the three lower modes in both buildings. To improve the correlation between test and analysis, a few manual schemes of FE model updating based on plausible reasons have been applied, and acceptable results are obtained. The advantages and disadvantages of each identification method used are addressed, and some difficulties that might arise from the updating of FE models, including automatic procedures, for such large structures are carefully discussed.

Development of Birdcage Resonator for Various Absorption Regions at 3T (3T MRI에서 흡수영역의 변화에 따른 Birdcage Resonator의 개발)

  • 이정우;최보영;윤성익;이형구;서태석;허순녕
    • Progress in Medical Physics
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    • v.15 no.1
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    • pp.54-58
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    • 2004
  • The aim of this study was to develop special birdcage resonators for small objects including the human wrist, hand and small animals, using 3T MRI/MRS. Before substantial development, different types of parameters were arranged, based on theoretical analysis, through lumped element transmission line theory. The primary analysis was peformed with a network analyzer (HP 4195A) and the final experimental analysis was carried out with 3T MRI (Medinus, Korea). The manufactured birdcage resonator is typically composed of 12-element structures to which a low-pass filter is fundamentally applied. The diameter and length of each element of the birdcage resonator were as follows: (1) diameter 12 cm, length of element 22 cm, (2) diameter 15 cm, length of element 22 cm, and (2) diameter 17 cm, length of element 25 cm. Copper tape with a width of 1 cm was used for the coils. MRI acquisition parameters were TR=500 ms, TE=17 ms, and Ave=2 for T1-WT images, and TR=4,000 ms, TE=96 ms, and Ave=2 for T2-WT images. The ratio of the samples diameter to the birdcage resonators diameter was approximately 55%, 63% and 70%, respectively, for the three elements. This study determined that the best image quality and S/N ratio were obtained when the ratio of the object's diameter was approximately 50∼80%. A general theoretical analysis of the birdcage coil differs in many respects from the experimental results which were influenced by many factors that were not considering when the general theoretical analysis of the birdcage coil was peformed. The induced resistance may be considered as part of the resistive loss if the quantitative value can be determined using a radiation resistance approach.

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Effects of Death Education Program on Family Caregivers of Disabled Individuals (장애우 가족에게 적용한 죽음준비 교육의 효과)

  • Kim, Bock-Ryn;Cho, Ok-Hee;Yoo, Yang-Sook
    • Journal of Hospice and Palliative Care
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    • v.14 no.1
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    • pp.20-27
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    • 2011
  • Purpose: The purpose of this study was to investigate the effects of Death Education Program which had been provided to family caregivers of disabled individuals. A single group pretest-posttest design was employed for this study, which was conducted at a community rehabilitation center located in Ulsan, South Korea. Methods: Death Education Program was conducted for 16 family caregivers of disabled individuals who agreed to participate in this study. A 2.5-hour session was conducted once a week for 10 weeks. To investigate the effects of the education program, structured questionnaires, which assessed the patients and their family member's conceptions on the meaning of life, and their resilience, burden, and attitude towards death, were administered before and after the program. Results: The subjects' conception of the meaning of life and resilience did not significantly change. The median scores for the burden of family caregivers declined, while those for the subjects' attitude towards death increased, after attending the education program. Conclusion: The findings showed that Death Education Program has an affirmative effect on the burden of family caregivers of disabled individuals and their attitude towards death.

Removal of Dissolved Iron in Groundwater by Injection-and-Pumping Technique: Application of Reactive Transport Modeling (주입-양수 기법을 활용한 지하수 내 용존 철 제거: 반응성용질이동모델링의 적용)

  • Choi, Byoung-Young;Yun, Seong-Taek;Kim, Kyoung-Ho;Koh, Yong-Kwon;Kim, Kang-Joo
    • Journal of Soil and Groundwater Environment
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    • v.12 no.6
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    • pp.29-37
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    • 2007
  • Shallow alluvial groundwaters in Korea of tell exceed the Korean Drinking Water Standard for dissolved iron (0.3 mg/L), which is one of the important water quality problems, especially in the use of bank infiltration technique. Using the reactive transport modeling, in this study we simulated the effectiveness of injection-and-pumping technique to remove dissolved iron in groundwater. The results of simulation showed that pumping of groundwater after injection of oxygenated water into aquifers is very effective to acquire the permissible water quality level. Groundwater withdrawal up to several times of irjected water in volume can be applicable to yield drinkable water. Potential problems such as clogging and permeability lowering due to in-situ precipitation of iron hydroxides may be insignificant. We also discuss on the mechanism and spatial extent of iron removal in aquifer.

Estimation of Heavy Metal Contamination Level in Masan Bay and Nakdong Estuary Sediments (마산만과 낙동강 하구역 해양 퇴적토의 중금속 오염도 산정 연구)

  • Lee, Junho;Yang, Changeun;Han, Kyongsoo;Lee, Taeyoon
    • Journal of the Korean GEO-environmental Society
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    • v.21 no.3
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    • pp.13-21
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    • 2020
  • The purpose of this study is to evaluate the concentrations of heavy metals in the marine sediments near the Masan bay and the Nakdong estuary, and to investigate the pollution intensity levels of six heavy metals using the existing pollution intensity assessment method. According to the US environmental protection agency, in the case of Cu, the B1 area was classified as severe pollution, while in Ni and Zn, it was classified as moderate pollution in some areas. According to the classification of Igeo, EF and PERF, the A and B regions were polluted by Cd. In particular, in the B1 region, Igeo, EF, and PERF values were the highest in all regions, and were regarded as serious pollution. According to the mean PEL quotient classification, which takes into account the effects of all six heavy metals, there is a 21% probability of toxicity from heavy metals in all regions. The highest concentration of Cd in the B1 region is 1.5 mg/kg. Therefore, the contamination of Cd contained in sediment near Masan Bay is serious, so it is necessary to clarify the cause and take careful approach to future treatment.

Vane Shear Test on Nakdong River Sand (베인 전단시험기를 이용한 낙동강모래의 마찰각에 관한 연구)

  • Park, Sung-Sik;Zhou, An;Kim, Dong-Rak
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.36 no.3
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    • pp.463-470
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    • 2016
  • A vane shear test (VST) is a simple testing method for determining an undrained shear strength of cohesive soils by minimizing soil disturbance. In this study, the VST was used to determine a shear strength of sand. Dry Nakdong River sand was prepared for loose and dense conditions in a cell and then pressurized with 25, 50, 75 or 100 kPa from the surface of sand. A vane (5 cm in diameter and 10 cm in height) was rotated and a torque was measured within sand. When a torque moment by vane and friction resistance moment by sand is assumed to be equalized, a friction angle can be obtained. When a vane rotates within clay, a uniform undrained shear strength is assumed to be acting on cylindrical failure surface. On the other hand, when it is applied for sand, the failure shape can be assumed to be an octagonal or square column. The relationship between measured torque and resistant force along assumed failure shapes due to friction of sand was derived and the internal friction angle of sand was determined for loose and dense conditions. For the same soil condition, a series of direct shear test was carried out and compared with VST result. The friction angle from VST was between 24-42 degrees for loose sand and 33-53 degrees for dense sand. This is similar to those of direct shear tests.