• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2008년도 춘계 학술논문 발표대회
• /
• pp.173-176
• /
• 2008

There are researches are in progress on ensuring the safety of the high impact concrete in cases of fire which is a current rising social problem and this research institute also developed PFB technology, the explosion preventing technology. PFB technology is to apply POSCO E&C Fire Board, a fireproof board, with an adhesive agent on the construction site, and this technology passed 3-hour fireproof test and this technology was proven from a previous research that the temperature of main root is maintained under 200 ℃. Therefore, tests on basic contents to be examined before the actual construction in this research by with a wooden prototype of a full scale to apply PFB technology to actual construction sites and tests are being done on the workability of fireproof board, the adhesive power, the resistance against imprint of wooden nail, the heat conductivity and etc. As the results of those tests, PFB technology was proven to have an excellent workability at a construction site and to be easy for processing and also this technology was proven to have a great the resisting power against imprint of wooden nail, so this research has confirmed that PFB technology has no problem to be applied on a construction site.

• 한국농공학회논문집
• /
• 제49권4호
• /
• pp.63-70
• /
• 2007

The soil samples used in this study were prepared with the residual granite soils passed through the #4 sieve and obtained from Pocheon in Gyeonggi-Ki do. Specifically, five types of samples were prepared. Sample A which is a natural state soil was classified as SM according to the uses. Samples of B, C, D, and E were prepared by mixing Sample A with bentonite and were classified as SC according to the uses. The plasticity indexes of samples B, C, D, and E were 15, 25, 30, and 40, respectively. The specimens, whose dimensions are 100mm by 127.5mm, were prepared by A method of ASTM D 698 with the Proctor mold. In experiments, the loading with the 1%/min was applied. Four different disk diameters, 13mm, 26mm, 38mm, and 52mm were used in the Improved Unconfined Penetration (IUP) tests. To compare the tensile strengths, the split tensile tests were also conducted on the same specimens used for the IUP tests. To find out the effects of moisture contents, plasticity Index of specimens on the tensile strength, six different water contents were used for making a specimen.

• 한국구조물진단유지관리공학회 논문집
• /
• 제22권4호
• /
• pp.52-59
• /
• 2018

철근콘크리트 구조물의 대표적인 열화현상인 염해를 억제하고자 여러 가지 연구가 진행되었는데, 그 중에서 혼화재료를 콘크리트에 혼입하여 사용하는 방법이 대표적으로 알려져 있다. 본 연구에서는 대표적인 콘크리트 혼화재료인 플라이애시를 혼입한 콘크리트와 OPC 콘크리트에 대하여 3가지 수준의 물-결합재비(37%, 42%, 47%)를 고려해 내구성능 평가를 실시하였다. 각 목표 재령일에서 Tang's method에 준하여 촉진 염화물 확산계수 측정 실험을, ASTM C 1202에 준하여 통과전하량 측정 실험을, KS F 2405에 준하여 압축강도 실험을 실시하였다. 또한, 기존의 연구결과인 재령 28일의 실험결과를 참고하여 확산계수에 대한 시간의존성지수(m)를 도출하여 고찰하였으며, 장기재령의 압축강도와 시간의존성지수 간의 상관관계를 평가하였다. 재령 49일부터 플라이애시 혼입 콘크리트에서 OPC 콘크리트 대비 개선된 염해저항성능을 나타내었으며 이는 포졸란 반응에 의해 생성된 불용성의 수화물이 원인으로 사료된다. 플라이애시 혼입 콘크리트에서 OPC 콘크리트 대비 약 1.5배 높은 시간의존성지수를 나타내었으며, 압축강도와의 상관관계 평가 결과, OPC 콘크리트는 압축강도가 증가할수록 선형적으로 시간의존성지수가 증가하는 경향을, 플라이애시 콘크리트는 압축강도가 증가할수록 선형적으로 시간의존성지수가 약간 감소하는 경향을 나타냈다.

• 한국건설순환자원학회논문집
• /
• 제7권1호
• /
• pp.8-15
• /
• 2019

콘크리트 구조물이 극심한 열화 환경에 노출되는 경우 열화현상이 발생하게 되는데, 대표적인 열화 현상으로는 염해에 의한 철근부식이 있다. 본 연구에서는 3가지 수준의 물-결합재 비(0.37, 0.42, 0.47) 및 2가지 수준의 플라이애시 치환율(0%, 30%)을 고려하여 재령 2년 콘크리트 시편을 대상으로 염해 저항 성능을 평가하였다. Tang's method에 준하여 촉진 염화물 확산계수를, ASTM C 1202에 준하여 통과 전하량을, KS F 2405에 준하여 압축강도를 평가하였다. 또한 기존의 제안식들과 촉진 염화물 확산계수 결과를 활용하여 각 배합의 시간의존성 확산 특성을 분석하였다. 플라이애시 혼입 배합은 OPC 배합 대비 뛰어난 내구성능을 나타내는데, 통과 전하량 평가기준에 따르면 재령 49일부터 "Moderate" 등급 이하에 포함되는 반면 OPC 배합은 재령 1년에서야 모든 물-결합재 비에서 "Moderate" 등급 이하에 포함되었다. 각 배합의 시간의존성지수를 도출한 결과 모든 배합에서 물-결합 재비가 증가함에 따라 시간의존성지수가 감소하는 경향을 나타내었다. 또한, 플라이애시 혼입 배합에서 OPC 배합 대비 1.57배~2.74배의 시간의존성지수가 평가되었다. 이는 시간의존성지수가 확산계수가 감소하는 기울기를 나타내기 때문이며, 플라이애시의 포졸란 반응에 의해 FA 배합에서 OPC 배합 대비 높은 시간의존성지수를 나타내었다.

• 한국과학교육학회지
• /
• 제17권2호
• /
• pp.201-207
• /
• 1997

This study was performed to survey the achievements in problem solving by the inquiring experiment, which was done by the superior group in the traditional cocepts-centered written tests. The purpose of this study was to identify characteristics of inquiring experimental assessment by analyzing differences between concepts-centered written and inquiring experimental tests. The subjects of this study was 211 applicants. They are the superior group of the 9th grade students, and score in the top 1% of total achievements percentage in school. They also have passed the primary entrance examination. The inquiring experimental test was developed according to the curriculum in school, and is composed of 5 subcategories: problem-perception and formulating hypothesis, designing an experiment, carring out an experiment, recording data and drawing conculsion, and generalizing conculsions and communicaton. The checklists of each subcategory were made and testing methods were divided into observation and report. The major results of this study are as follows: 1. The achievements in each subcategory of inquiring experimental performance were very low in the superior group who took the concepts-centered written tests. 2. The results of factor and correlation analyses in this study confirmed the abilities measured by inquiring experimental assessment differed from abilities measured by existing tests. These results indicated that even students who achieved high in scientific knowledge, these abilities were not automatically transformed inquiry process which many other abilities were integrated into. Therefore, problem solving ability requires integrated abilities which are fostered by inquiring experimental tasks. This suggests that new instrument for assessment must be developed to measure integrating ability especially where scientifically gifted students are selected, or where entrance examinations to the science schools are administered.

• Earthquakes and Structures
• /
• 제15권1호
• /
• pp.1-8
• /
• 2018

A new site classification system and site coefficients based on local site conditions in Korea were developed and implemented as a part of minimum design load requirements for general seismic design. The new site classification system adopted bedrock depth and average shear wave velocity of soil above the bedrock as parameters for site classification. These code provisions were passed through a public hearing process before it was enacted. The public hearing process recommended to modify the naming of site classes and adjust the amplification factors so that the level of short-period amplification is suitable for economical seismic design. In this paper, the new code provisions were assessed using dynamic centrifuge tests and by comparing the design response spectra (DRS) with records from 2016 Gyeongju earthquake, the largest earthquake in history of instrumental seismic observation in Korea. The dynamic centrifuge tests were performed to simulate the representative Korean site conditions, such as shallow depth to bedrock and short-period amplification characteristics, and the results corroborated with the new DRS. The Gyeongju earthquake records also showed good agreement with the DRS. In summary, the new code provisions are reliable for representing the site amplification characteristic of shallow bedrock condition in Korea.

• 기본간호학회지
• /
• 제18권4호
• /
• pp.463-471
• /
• 2011

Purpose: The purpose of this study was to develop nursing practice guidelines for water treatment system used in hemodialysis and to evaluate the guidelines by applying them in practice. Method: The first draft for the guidelines was developed based on advice and recommendations obtained from procedure review of critical literature. The draft was modified through evaluation by an expert group and pilot application to practice. The final draft was evaluated by the expert group using the AGREE instrument (Appraisal of Guidelines for Research and Evaluation). Results: For the pilot test using the draft guidelines, 144 samples were collected from the water treatment system and hemodialysis machines. Results showed no bacteria. Endotoxin tests and chemical tests passed the criteria. After revision of the draft guidelines and additions to the draft guidelines, the final draft was confirmed. The quality of the final draft was evaluated by 4 experts using the AGREE instrument. The mean standard score was 76.9% for the 19 items. Conclusion: The clinical guidelines developed in this research can be utilized as systematic and scientific guidelines for water treatment systems used in hemodialysis. In addition, the results of the research can contribute to improving care services.

• 한국물환경학회지
• /
• 제26권6호
• /
• pp.1000-1007
• /
• 2010

In this study, toxicity monitoring of sediments collected from 25 stations in the Geum river basin was conducted using Daphnia magna and Moina macrocopa. According to the results of acute toxicity tests (immobilization and mortality) of organic extracts of semdiments, Miho stream showed much less toxicity than Gap and Nonsan streams. In particular, significant toxicity was observed in both species for St.15 and St.16 sediment samples that passed through Deajeon city as a branch of Gap stream. For Nonsan stream, St.23 sediment showed high toxicity toward M. macrocopa. This site seemed to be affected by upper agricultural industrial complex. Additionally, M. macrocopa showed a higher sensitivity than D. magna for organic extracts of sediments. In the case of toxicity tests using sediment pore water and aqueous extracts, only pore water of St.27 sediment was toxic against D. magna. Toxicity identification evaluation showed that hydrogen sulfide was likely a major toxicant in the pore water.

• Journal of Computing Science and Engineering
• /
• 제9권3호
• /
• pp.142-154
• /
• 2015

Fault localization techniques help locate faults in source codes by exploiting collected test information and have shown promising results. To precisely locate faults, the techniques require a large number of test cases that sufficiently exercise the executable statements together with the label information of each test case as a failure or a success. However, during the process of software development, developers may not have high-coverage test cases to effectively locate faults. With the test case generation techniques, a large number of test cases without expected outputs can be automatically generated. Whereas the execution results for generated test cases need to be inspected by developers, which brings much manual effort and potentially hampers fault-localization effectiveness. To address this problem, this paper presents a method to select a few test cases from a number of test cases without expected outputs for result inspection, and in the meantime selected test cases can still support effective fault localization. The experimental results show that our approach can significantly reduce the number of test cases that need to be inspected by developers and the effectiveness of fault localization techniques is close to that of whole test cases.

• Restorative Dentistry and Endodontics
• /
• 제10권1호
• /
• pp.17-30
• /
• 1984

This study was done to evaluate the hardness, water sorption and solubility values of twelve well known composite resins, and to compare each other. For the hardness test, the specimens were made in cylinder form with 4mm in diameter and 2mm in thickness as a modification of the American Society for Testing and New Materials, 1966, and for water sorption and solubility tests, the specimens were prepared in same shape of 20mm in diameter and 0.5mm in thickness as a modification of the ADA Specification No. 12. The results were obtained as follow: 1. The hardness range were from 17.9 to 87.5 respectively. As time passed by, the noticable change was evident in early 12 hours. 2. Of the water sorption. the range was from 0.38 to 0.93. The significant change was appeared within 12 hours and on 3 day by 1 week except four brands. 3. Of the water solubility, the range was 0.06 to 0.16. The highest value was found within early 24 hours. 4. Generally, four brands could be chosen as preferable products of hardness. water sorption and solubility tests according to the ADA Specification No. 12.