• 한국산업융합학회 논문집
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• 제2권2호
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• pp.35-39
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• 1999

Results of two-part wedge analysis and centrifuge test executed by Zornberg et al. were compared for geotextile-reinforced slope stability. For two-part wedge analysis results of two cases, a frictional case considering internal friction of soil as interwedge friction and a nonfrictional case not considering, were also compared and evaluated. The analysis was based on limit equilibrium and two-part wedge was divided into slices as many as the number of geotextiles to obtain a maximum tension distribution mobilized in reinforcements. A significant observation was that the distribution was a triangular shape with maximum tension of geotextile at a transit point of interwedge. The number of geotextiles and failure surface of frictional case were reasonable and more comparable to results of the centrifuge tests than those of nonfrictional case. Therefore it can be said that two-part wedge analysis is recommendable for design analysis of reinforced slopes if an interwedge angle is regarded to be an angle of internal friction in soil.

• 한국건설순환자원학회논문집
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• 제4권3호
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• pp.243-249
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• 2016

본 연구에서는 시멘트계 보수재 코팅이 철판의 부식 저항성에 미치는 영향을 평가하가 위해 보통 철판(Normal), 용접철판(Welding), 용접 후 보수재 철판(Welding & coating)의 세 가지 경우에 대하여 7일간 ICM(Impressed Current Method)를 통하여 부식을 촉진시켰다. 이후 Faraday 법칙을 통해 얻은 이론 부식률, 실험 부식률 그리고 부식 실험 후 측정한 휨 강도를 비교 평가하였다. Normal case와 Welding case에서는 약 70% 수준의 부식률이 측정되었으며, Welding & coating case에서는 약 17%정도의 부식률이 측정되었다. 이는 시멘트계 보수재료의 코팅이 염화물 이온의 침투를 효과적으로 차단하였으며 이로 인해 부식전류의 발생이 억제되었기 때문이다. 휨 강도 역시 부식률 평가와 같은 경향을 나타내었으며 Welding & coating case에서 Welding case 대비 약 3.4배 큰 강도가 평가되었다. 시멘트계 보수재 코팅이 용접부에 시행되면 용접부 철판의 부식 차단에 효과적일 것으로 판단된다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 추계학술대회 논문집
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• pp.818-823
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• 2004

In case of the Korea Railroad, when we would decide the track structure, it has been introduced the whole track structure system based on only the foreign application cases and data offered by manufacturers without the process of the objective performance verification. The value of property for track materials, derived from the calculation of track structure, was hard to perform the objective performance evaluation among track structure systems because each manufacturer adopted the different test method and standard. To solve the above-mentioned problem, it should suggest the technical and objective evaluation method about the performance of track materials and meet with the standard of High Speed railroad and international railroad through the establishment and revision of performance standard. In the objective and technical respects, it will be a major role to decide the track structure. In this paper, I would like to summarize the case which was improved the problem of test method and standard exposed from the performance verification of Rail Fastening System among the track structure systems of High speed railroad.

• 한국도로학회논문집
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• 제15권1호
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• pp.57-63
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• 2013

PURPOSES: This study is to investigate the Hot In-Place recycling asphalt mixture in Korea using field produced materials. METHODS: Hot In-Place reclaimed asphalt mixture was investigated to evaluate the mixture properties based on various test results such as Marshall Test, Indirect Tensile Test, TSR, and Wheel Tracking Test. These test values were compared with domestic standard specification. RESULTS: The result of the laboratory experiment indicates that the Hot In-Place Reclaimed(HIR) asphalt mixture produced at the field constrution site was satisfied all of the test criteria such as Indirect tensile test, Marshall and TSR test, and wheel tracking test. During the test, the research team found that current HIR system is required an extention of mixing time to improve quality and to reduce variation of sample to sample. Although the current HIR mixture was passed the test criteria, there is a potential capability to enhance the mixture properties as extend mixting time. CONCLUSIONS: Based on these laboratory test results, It would be concluded that domestic HIR mixture's properties were satisfied all standard specification related with evaluation of recycling asphalt mixtures. Based on this case study result, there is a chance to save construction cost and increase the usage of reclaimed asphalt concrete in the future.

• 한국항공우주학회지
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• 제41권12호
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• pp.994-1001
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• 2013

헬기의 개발 과정은 설계, 제작 및 시험평가로 구분될 수 있으며, 시험평가는 구성품 시험, Rig 시험, 체계 지상시험 및 비행시험의 순서로 단계적으로 수행된다. 지상시험이 종료되고 최초 비행에 앞서, 비행 안전성을 담보하기 위해 미군사규격은 50시간 비행전 수락시험을 요구하고 있다. 비행전 수락시험은 헬기를 지상결박하여 가혹한 하중을 부과하는 시험으로서, 이의 수행을 위해서는 헬기 시제기와 유사한 별도의 지상 시험 시제기가 필요하며, 많은 비용과 기간이 소요되는 시험이다. KUH의 경우 국내 개발 환경을 고려하여 미군사규격의 요구도를 변형 후 수행하였으며, 본 논문은 KUH 비행전 수락시험의 절차 및 결과를 통하여 헬기 개발 환경에 따른 적절한 비행전 수락시험 수행 방안을 제시하고자 한다.

• 한국IT서비스학회지
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• 제11권4호
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• pp.135-151
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• 2012

Traditionally in IS studies, the relationship between construct and its measurement items tends to be assumed to be reflective, meaning that the measurements are a reflection of the construct. In reality, however, the nature of the construct can be often formative, which means that its measurement items describe and define the construct rather than vice versa. The purpose of this study was to investigate theoretical and empirically-analysed differences between formative construct and reflective construct through comprehensive interdisciplinary literature review. And then on the basis of these differences, we intended to derive the rule of specifying whether the construct is formative or reflective and propose the methodology of testing the validity(content validity, construct validity, internal consistency and external construct) of formative construct and its measurements, differentiated from that in the case of reflective construct. Also, we suggested the concrete statistical testing methods such as VTT(Vanishing Tetrad Test), MIMIC(Multiple Indicators and Multiple Causes) test and multi-collinearity test. In order to examine the applicability of this methodology to developing the constructs for performance evaluation of IS(Information Systems), we tried to identify its attribute(formative or reflective) and test the validity for the construct arbitrarily chosen among them which had been derived in our previous IS performance evaluation study by using this methodology. The result of the examination was that the methodology proposed in this study was significantly valid and effective in the area of IS performance evaluation.

• 상하수도학회지
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• 제24권5호
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• pp.617-628
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• 2010

The operation performance of sewer rehabilitation projects conducted with Build-Transfer- Lease contract in Korea will be evaluated using the index of infiltration and inflow (I/I). Though I/I obtained at the fourth year should be initially evaluated based on the I/I values observed for the previous three years after the completion of sewer construction, the concrete methodology have not been proposed to rely on the so called 'performance evaluation committee'. This study suggests two statistical methodology to evaluate the I/I performance; the confidence interval method and the hypothesis-testing method. Assumed ten I/I values in each year for 20 years are used in this study. Two cases are analyzed and compared; case I to use as control data all I/I values for all years obtained before the evaluation year and case II to use I/I values for only 3 years before the evaluation year. As a result, case II tends to have relatively higher scores than case I, reflecting the low mean I/I values at the initial years.

• 사상체질의학회지
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• 제32권4호
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• pp.118-128
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• 2020

We report 1 case about Mangeummunmu-tang gagambang that was used for a Taeeumin patient with diabetes mellitus. We treated a Taeeumin patient who was diagnosed with diabetes at another hospital two months ago. We considered his Sasang constitution as Taeeumin and prescribed Mangeummunmu-tang gagambang. The improvement of his diabetes was evaluated by improvement of his symptoms, results of blood sugar test, bone muscle mass, body fat, body fat rate of inbody test and the results of Blood test & urine test. The evaluation index of the patient's disease has all improved since treatment after Mangeummunmu-tang gagambang medication.

• International Journal of Advanced Culture Technology
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• 제9권1호
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• pp.210-217
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• 2021

In the case of an agile-based project, it was inadequate to perform a comprehensive inspection and evaluation on the establishment and operation of an information system by performing audit only with the audit and inspection elements provided by the existing information system audit and inspection system. In particular, in the case of the test activity area, it was necessary to improve the test activity audit check items to comprehensively check the agile-based development process by applying the existing audit system. To this end, a test activity improvement check model of the agile methodology audit model was presented by applying the repetition concept, a characteristic of the agile methodology. In order to empirically verify the model of this study, a survey was conducted for auditors and designers/developers who have experience in performing agile-based projects and auditing information systems. As a result of the questionnaire on the integrated test and system test in the test stage, more than 70% of the respondents were found to be suitable. More than 80% of the respondents judged that it was appropriate as a result of the questionnaire on "improvement and regression test progress according to integrated test and system test results" and "integrated test and functional actions of components and subsystems".

• 한국지반신소재학회논문집
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• 제8권2호
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• pp.21-29
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• 2009

블록식 보강토옹벽의 설계 시 국부적 안정성 평가에 있어서 실험적 방법을 통한 전면블록과 보강재 사이의 연결강도에 대한 특성을 평가해야 한다. 그러나 NCMA 및 FHWA에서 제안하고 있는 연결강도 평가방법을 적용할 경우에는 다소 보수적인 평가결과 나타나게 된다. 따라서 본 연구에서는 전면블록과 지오그리드 보강재 사이의 연결강도 시험을 수행하였다. 또한 시험결과를 NCMA, FHWA 및 Soong & Koerner가 제안한 평가방법에 의해 블록식 보강토옹벽 설계사례에 적용하였다. 그 결과, Soong & Koerner에 의해 제안된 연결강도 시험으로부터 얻어진 극한연결강도를 허용연결강도로서 적용하여도 설계시 요구되는 안정성을 만족하는 것으로 나타났다.