• Journal of the Korean GEO-environmental Society
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• v.24 no.12
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• pp.47-52
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• 2023

In order to efficiently maintain heat pipes operated by district heating operators, the facility history and damage history data built by the operator are used to identify key independent variables that are related to the occurrence of damage. Afterwards, the correlation with the frequency of damage was analyzed, and a basic model for estimating the frequency of damage was derived. Considering the correlation with the estimation model based on the use time currently being used by domestic and foreign district heating operators, a simple regression analysis basic model was presented as the independent variable with the highest correlation between continuous variables such as the use time, pipe diameter, burial depth, and insulation level of monitoring system, and the frequency of damage. The remaining independent variables were reflected as factors that modify and supplement the basic model. As a result of the analysis, as in previous research cases, it was confirmed that the analysis model between use time and frequency of damage had the highest correlation between the two variables and could be used as a basic model. Pipe diameter, burial depth, and insulation level of monitoring system information have also been confirmed to have a correlation with the frequency of damage, so they can be used as factors to supplement the basic model.

• Electronics and Telecommunications Trends
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• v.8 no.1
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• pp.1-19
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• 1993

문서량의 폭주는 유통과정에서 문서분실, 보관과정에서 문서분실과 파손, 보관공간의 낭비, 활용방법의 곤란으로 문서의 사장화 등 많은 문제점을 제기한다. 우리는 이러한 문제점 해결을 위하여 문서정보유통시스팀을 구성하여 문서의 전자화를 시도하였다. 이러한 목적을 위하여 본글은 첫째, 문서정보유통시스팀을 소개하고 둘째, 이를 활용한 응용사례를 소개하고 셋째, 일본 NTT에서 개발하고 있는 시스팀과 우리의 문서정보유통시스팀을 비교분석하였다.

• Proceedings of the Korean Radioactive Waste Society Conference
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• 2011.10a
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• pp.45-46
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• 2011

2009년 4월에 신월성원전 건설현장의 차수벽이 파손되면서 해수가 유입되는 사고가 발생한적이 있다. 이때 주민의 요구에 따라 사업자와 주민이 참여하는 공동조사위원회가 구성되어 침수구조물에 대한 안전성을 공동으로 평가하였다. 최근에는 주민이 참여하는 지역공동협의회를 구성하여 방폐장 안전성을 확인하였고, 삼중수소 방사능에 대한 역학조사를 진행하고 있다. 본 논문에서는 경주 지역에 원자력현안 발생 시 지역주민이 해결과정에 참여하여 성공적으로 해결했던 사례를 살펴봄으로써, 현재 사회적 해결 과제로 떠오른 사용후핵연료 공론화 과정에서 고려해야 하는 시사점을 도출하고자 하였다.

• 환경사랑
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• s.67
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• pp.10-10
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• 2013

명절 등에 배달되는 농산물 가운데 택배업자들이 외부 충격에 약한 과일 등 농산물의 특성을 고려하지 않고, 일반 공산품처럼 아무렇게나 취급하기 때문에 상품이 파손 되는 경우가 늘고 있다. 산지에선 멀쩡했던 농산물이라도 택배 등 물류과정을 거쳐 소비자에게 도착했을 땐 품질이 크게 망가져 있는 사례가 적지 않다는 것이다. 이러한 불편을 해소하기 위한 충격흡수용 과일 상자가 개발되어 사용되고 있다고 "농민신물"이 보도(2. 27. 10면)했다. 관련 기사를 발췌하여 소개한다.

• 한국도로학회:학술대회논문집
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• 2010.09a
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• pp.365-370
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• 2010

• International Journal of Highway Engineering
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• v.10 no.2
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• pp.1-13
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• 2008

This study presents a case study of condition evaluation of various asphalt pavement sections to estimate performance lives. The pavement surface conditions including cracking and rutting are first evaluated using a automatic pavement analyzer, ARAN. HPCI(Highway Pavement Condition Index) values are estimated using the pavement surface distress data. It is observed from the pavement distress survey that the major distress type of the sections is top-down cracking. The modulus value of each pavement layer is back-calculated from the defection data obtained from a FWD(Falling Weight Deflectometer) and compared with the laboratory measured dynamic modulus values. Remaining lives of the various pavement sections are estimated based on a mechanistic-empirical approach and AAHTO 1993 design guide. The structural capacities of the all pavement sections based on the two approaches are strong enough to maintain the pavement sections for the rest of design life. Since the major distress type is top-down cracking, the remaining lives of the pavement sections are estimated based on HPCI and existing performance database of highway pavements. To evaluate the causes of premature pavement distress, various material properties, such as air void, asphalt binder content, aggregate gradation, dynamic modulus and fatigue resistance, are measured from the field cores. It is impossible to accurately estimate the binder contents of field samples using the ignition method. It is concluded from the laboratory tests that the premature top down cracking is mainly due to insufficient compaction and inadequate aggregate gradation.

• Journal of the Korean Institute of Gas
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• v.14 no.6
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• pp.51-56
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• 2010

Records of accidents for buried pipeline across the river were gathered and causes were analysed. The results are intended to be utilized as basic data for determining a reasonable criteria for the depth of buried city gas pipeline crossing the river. Accident of river-crossing buried pipeline was mainly caused by flood. Sometimes corrosion was detected at the failed location of the pipe. In order to determine reasonable and efficient depth of burial of the pipeline, hydraulic evaluation of the river and structural analysis of the pipeline are necessary. Published data for the buried natural gas pipeline incidents were also investigated and summarized. Main causes of buried natural gas pipeline incidents were external interference and corrosion. However, the two main causes of incidents showed significant difference in the proportion of the entire incident, depending on burial environment.

• Journal of the Korea Concrete Institute
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• v.14 no.5
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• pp.653-659
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• 2002

Recently, the failure case of the bridge deck slabs have been increasing in Korea and it was observed that the failure modes of most deck slabs collapsed were not caused by flexural moment but by local punching shear. The main reason of the failures was the punching shear failure of deck slabs under heavy truck traffics. This paper presents test results obtained from punching shear tests performed on prestressed precast deck specimens. Cracking patterns, failure modes, deflections, and stresses are included as well as discussion of the punching shear strength observed during punching shear tests. Static lest specimens had punching shear failures at loads much higher than predicted by the current codes. Tests results indicate that current code provisions appear to be conservative.

• Journal of Auto-vehicle Safety Association
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• v.12 no.2
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• pp.47-55
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• 2020

In this case study, the brake line failure of air over hydraulic(AOH) brake system is described. AOH brake system is applied to commercial vehicles between 5 to 8 tons. It consists of a hydraulic system using compressed air and operates the air master to form hydraulic pressure to transfer braking power to the wheels. When the brake lines of the system applied to vehicles with high load capacity are damaged, the braking force of one shaft is lost, and the braking distance increases rapidly, leading to a big accident. Failure of the brake line occurs due to various causes such as road surface fragmentation, corrosion of the line, and aged deterioration of air brake hose. The braking force could be decreased even when a very small break in the form of a pin-hole occurs. However, it is difficult to find a part where the thickness of the line is thin due to stone pecking or corrosion generated in the pin-hole formed on the brake line located under the lower part of the vehicle by the sensory evaluation or the conventional braking force test. Accordingly, it is necessary to analyze the condition and cause of the failure of the brake line more precisely when the accident investigation of the heavy vehicles, and also to examine the necessity of the advanced test for the aged brake line.

• Journal of Advanced Marine Engineering and Technology
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• v.41 no.1
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• pp.118-124
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• 2017

To investigate and analyze the cause of the failure of the connecting rod bolt and the crank pin bearing bolt of the diesel engine of this study, the following results were obtained through site surveying, the investigation of literature referring to similar failures, testing and inspection of the fracture surface, and the experience of the researchers. The fractured crank pin bearing bolt of the diesel engine is estimated to be damaged later than the connecting rod bolt. From the shape of fracture surface, it is evident that the failed connecting rod bolt is fractured by fatigue failure due to abnormally repeated loads (e.g. loosening of the connecting bolt, etc.), and is not failed by brittle fractures due to the impact load. The surface of the U-nut on the fractured connecting rod bolt has been worsening due to the improper use of lubricant (agent for prevention of thread fixing) and no usage of separating the each connecting rod on each cylinder. Moreover, there is the possibility that those poor surface conditions of the fractured connecting rod bolt have affected the failure of the connecting rod bolt of the main engine. And it could be assumed that the mechanical characteristic and manufacturing process of the failed connecting rod bolt and crank pin bearing bolt, which were made by a domestic company, conform to the design requirements for those bolts.