• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.3 no.2 s.5
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• pp.41-53
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• 2004

This study introduces the process of the field test of ETCS that has been performed by six enterprises for selecting the type of ETCS that will be applied to the internal tall roads. The main communication modes of six enterprises are active RF(radio wave)type and IR(optical wave)type. In this study, communication modes and systems, which are being used by each enterprises, have been compared and analyzed. Besides this, the configuration and the basic performances of the system have been checked. After those, the contents of the field performance test classified by the items of the test and the results of the test, finally, have been analyzed. Through analyzing the test, it is found that an enterprise using IR type and two enterprises using RF type satisfied the standards of the test and the others failed to meet the standards. However, the enterprises seem to be becoming stable by a large number of tests and the effort for improving from general point of view. Although the methods of performance evaluation in this field test considered enough patterns that are used in the present highway or Hi-Pass, there might possibly be some problems in the results because Korea Highway Corporation had decided the method and the number of times of the test according to their own standards about the various situations that can happen. Therefore, it will be needed to develop the method of standards for testing the performance which can be correspond with driver's behavior that can actually happen on the highway or the methods of transportation management.

• The Journal of Engineering Geology
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• v.29 no.3
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• pp.289-302
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• 2019

As the occurrence of ground subsidence near the excavation site increases recently, studies are being conducted to predict the possibility of ground subsidence prior to excavation. In this study, the ground subsidence risk rating for pre-excavation (GSRp) developed by the previous study was applied to actual excavation sites to verify its applicability. The final results for the evaluation of the ground subsidence risk level for five excavation sites revealed that GSRp scores were calculated between 40 and 79 points and classified mainly into grades II (Good Ground)~III (Fair Ground). In order to verify the evaluation method, the obtained GSRp grades were compared with the measured horizontal displacements. The horizontal displacements measured in five excavation sites were between 25% and 47% of the allowable displacement, which were well agreed with the low subsidence risk level obtained from GSRp calculation. It is expected that the GSRp method can be used as an evaluation tool for predicting the risk of ground subsidence before excavation if GSRp is verified and supplemented through the additional research for the poor soil with the high risk of ground subsidence.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.5C
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• pp.187-202
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• 2011

In this Application Study based on the result of the Basic Study, the field test was performed to compare the quality of Ready-mixed shotcrete with that of the existing field mix shotcrete, and the long-term durability was evaluated as tunnel supporting. The plant manufacturing system was also designed to produce standardization materials, and the prototype products were produced with that system. The All-in-one silo mixer was designed and the field construction system using the All-in-one silo mixer was proposed to be most effectively applied Ready-mixed Shotcrete in construction fields. And the application of Ready-mixed Shotcrete was confirmed that more superior to the field mix Shotcrete by evaluating the Constructability and Economics.

• Proceedings of the Korea Technology Innovation Society Conference
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• 2006.05a
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• pp.129-145
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• 2006

본 연구는 과학기술연합대학원대학교(UST)를 중심으로 한 과학기술계의 새로운 대학원모델을 평가하는 기법에 주안점을 두고 있다. UST와 일본의 SOKENDAI(The Graduate University for Advanced Studios)를 비교함으로써 새로운 대학원모델의 필요성을 말하고 있다. UST는 커리큘럼과 도제식 수업, 맞춤형 교육체계, 현장 중심형 인력양성체계들이 아직 높은 수준에 도달하지 못한 반면 교육목적과 비전이 상당 수준 만족스럽다는 결과를 얻고 있는 조사를 바탕으로 한 UST의 평가에 관해 다루고 있다. 본 연구에서는 대학평가체계의 네 가지 유형과 함께 토론회와 모든 평가에 부합되는 고급 평론을 통하여 UST에 방법론적으로 적용할 수 있는 평가방식을 제안한다. UST를 위한 새로운 평가방식은 대학원평가를 위한 특수성과 보편성으로 서로 동일하다. UST는 다 학제적이며 신생 융합기술분야에서 현장중심형인 리더십을 갖춘 인재양성을 위한 교육체계를 가지고 있으며 동시에 세계적인 특성을 가지고 있다. 두 요소는 특수성이 더욱 강조된 5:5, 6:4의 비율을 보이고 있다. 앞으로 후속적인 보완연구가 추가되면 더욱 활용성이 높아질 것으로 기대된다.

• Bulletin of the Korea Photovoltaic Society
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• v.7 no.2
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• pp.7-15
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• 2021

태양광 발전소에 대한 성능을 평가하기 위해서는 IEC 61724-1에 적합한 계측장치를 설치하고 데이터를 수집하여 평가하는 것이 일반적인 방법이다. 본 논문에서는 태양광발전소 현장에서 DC 어레이 성능을 평가하기 위한 방법을 제시하였다. 측정 일사량과 같은 환경정보 값과 태양광 DC 어레이 전압-전류 특성 곡선을 이용해 일사량에 따른 출력모델 식을 도출하였다. 도출된 모델 식은 태양전지 셀의 종류나 버스바에 따라서 차이가 발생되므로 기존의 태양전지 셀 등가회로 수식을 반영한 시뮬레이션 모델식이 적절히 변경되어야 함을 실험을 통해 검증하였다. 주기적인 진단 평가를 실시하지 않는 국내외 태양광 발전소는 성능저하가 발생된 상태로 운전되는 경우가 다수 일 것이다. 대부분의 관제모니터링을 시스템은 미쓰매칭 손실 평가분석이 불가능하며 운전상태 모니터링 하는 시스템이 대부분이다. 이에 태양광 발전소의 효율적 운영을 위해서는 현장진단 장치를 이용한 주기적 성능진단 평가나 발전소 데이터의 손실평가 분석 기술의 개발이 필요할 것이다.

• Proceedings of the Korean Society of Disaster Information Conference
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• 2023.11a
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• pp.93-94
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• 2023

해체공사는 작업의 특성상 단기간에 이루어지며, 해체공사 현장에 투입되는 근로자는 일용직 근로자가 대부분으로 안전사고의 비율이 높다. 사업장 위험성 평가에 관한 지침에는 위험성 평가시 근로자를 참여토록 하고 있으나 해체현장의 특성상 근로자가 참여한다고 하여도 위험요소를 파악할 역량이 부족할 따름이다. 또한 기존의 해체공사 안전관리 매뉴얼은 구조안전성 확보를 위한 매뉴얼로 해체 근로자의 안전을 위한 매뉴얼은 없는 실정으로, 근로자의 안전을 확보하기 위한 위험성 평가 매뉴얼이 요구되고 있다. 이에 본 연구에서는 건설공사 안전관리 종합정보망(CSI)의 해체 및 철거공사의 사고사례를 분석하였으며, 해체 및 철거 사고시 발생한 주요 위험요소를 도출하여 작업 공종별로 유해·위험요인의 파악을 손 쉽게 할 수 있도록 하였다. 또한 해체 현장 규모에 따라 대규모 현장은 빈도·강도법, 중·소규모 현장은 체크리스트법을 활용하여 위험성을 결정하고 감소대책을 수립할 수 있도록 매뉴얼을 구성하였다. 잔여 위험에 대해서는 관리카드를 만들어 해체공사 완료시까지 관리하도록 하였다.

• Information and Communications Magazine
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• v.25 no.4
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• pp.16-21
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• 2008

본고에서는 지능형 서비스 로봇의 상용화 단계에서 가장 현실적으로 적용 가능한 대표적인 HRI기술(얼굴검출, 화자 성별구별, 음원추적)에 대하여 상용화 서비스 현장에서의 성능평가 결과를 제공하고, 현장을 분석하여 사용자에게 가이드라인을 제공함과 동시에 최적의 상용화 서비스 제공을 위한 사용자와 로봇간 HRI 기준 및, 공공로봇 플랫폼 적용을 통한 로봇 서비스의 Needs 파악과 상품기획력의 극대화를 목적으로 성능평가에 따른 환경분석을 제안한다.

• Journal of the Korean Geotechnical Society
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• v.27 no.8
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• pp.5-16
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• 2011

The objective of this paper is to assess the potential use of the resilient force of the ground obtained from an accelerometer and to propose a new compaction control process. Several comprehensive field experimental programs were conducted to analyze the correlation of compaction results obtained from an accelerometer and conventional test methods (e.g. the plate load test and field density test). This study focused on comparing the compaction results obtained from an accelerometer with conventional test results statistically. Based on the statistical analysis results, impact and resilient force measured from an accelerometer, mounted on the drum of a roller are very useful factors for continuous compaction control. A new compaction criteria determination process using an accelerometer is also proposed in this study.

• Journal of the Society of Disaster Information
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• v.19 no.3
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• pp.719-728
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• 2023

Purpose: Mobile cranes are machines that contribute to high mortality, and the High Risk Factor (SIF) information, which analyzed 2,574 accidental deaths in the construction industry in the past 6 years (2016~2021), resulted in a total of 61 mobile crane accidents. Despite safety measures in the field, it is not used properly. In this study, we present standard risk assessment indicators that contribute to accident prevention. Method: Through expert interviews, fatal accident case analysis, field analysis, and literature research, we present the standard risk assessment index method of the 4M risk assessment method. Result: As a result of analyzing the risk assessment of eight sites, it was concluded that it cannot make a significant contribution to disaster prevention and should be applied as an improvement measure of the Standard Risk Assessment Index Law. Conclusion: Switching to the standard risk assessment index method at construction sites has been proposed to make it easier for health and safety personnel and workers to use, contributing to the reduction of accidents.

• Journal of the Korean Geosynthetics Society
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• v.22 no.4
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• pp.9-15
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• 2023

Compaction is performed in civil engineering sites to secure the stability of the ground and prevent settlement. While the process of compaction is crucial, it is also essential to evaluate the degree of compaction after the completion of the process. In domestic sites, the evaluation of compaction is mainly conducted on a small number of spot using point-based tests such as plate load tests and sand cone tests. The methods presented so far allow assessment of surface compaction, but evaluating compaction in deeper layers poses challenges. Moreover, due to the limited coverage of point-based testing, it is difficult to achieve an overall assessment of compaction. As a solution to these issues, the Spectral-Analysis-of-Surface-Waves (SASW) tests were utilized to evaluate compaction. SASW tests offer a broader measurement range compared to point-based tests, and depending on the test setup, this method can provide the stiffness of the ground at greater depths. In this study, SASW tests were conducted in a compacted soil site under different conditions to assess compaction. Additionally, Nuclear Density Gauge tests were conducted concurrently to compare and verify the results of SASW. The research results confirmed the feasibility of evaluating compaction using SASW at the geotechnical site.