• 제목/요약/키워드: highway safety system

검색결과 202건 처리시간 0.028초

고속도로 안개 잦은 구간 선정 기준 재정립에 관한 연구 (A Study on the Re-establishment of Selection Criterion on the Frequency of Foggy Area in Highway)

  • 정성화;이수범;박준태;이수일;홍지연
    • 한국안전학회지
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    • 제26권2호
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    • pp.99-106
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    • 2011
  • There is a high potentiality of large traffic accident due to the dense fog when road is developed along the coast or river. The establishment of national level control system against the fog is necessary because the accident due to the creation of fog has a high fatality ratio than other weather conditions. The selection method for the frequent foggy area on highway was suggested to control the fog on the highway effectively because the establishment of the countermeasure against the fog in every range in highway is difficult practically. 44 ranges where the fog control is necessary throughout the year and the 45 ranges where the control is necessary in specific months were selected from the result of application of the weighted value on each visible distance data except the fog with beyond 250 m visible distance which does not affect on the safe driving out of the surveyedjsh fog visible distances. The preferential fog control countermeasure shall be provided to prevent the traffic accident and to reduce the severeness of the accident in case of fog creation for 89 ranges which were selected for frequent foggy area in highway.

도로의 결빙방지를 위한 지열이용 시스템 연구 (A Study on the Highway Snow Melting and Deicing System Using Geothermal Energy)

  • 신현준;서정윤
    • 한국안전학회지
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    • 제8권4호
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    • pp.139-148
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    • 1993
  • Thermosyphons are simple devices that can passively transport thermal energy over relatively long distance with little temperature degradation. These attributes permit the use of low grade thermal energy for thermal control of structures including the snow melting and deicing to the pavement surface. The thermosyphon system requires no costly energy input and Is completely maintenance free. This paper presents the experimental results of the snow melting system in which thermosyphon was utilized to transfer the geothermal energy to the pavement to obviate slipping traffic accidents due to freezing of pavement in winter.

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고속도로 건설이 지역경제에 미치는 기여도 분석연구: 강일~춘천 고속도로 (Impact of Highway Construction on the Regional Economy: Gangil-Chuncheon Highway)

  • 나성용;이두헌;김현우
    • 한국산업융합학회 논문집
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    • 제25권6_3호
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    • pp.1183-1190
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    • 2022
  • Recently, the Ministry of Strategy and Finance announced a plan to reduce the proportion of economic evaluation in non-metropolitan areas and strengthen balanced development evaluation through the reorganization of the preliminary feasibility study system. In addition, the social value of the quality of life, such as job, environment, and safety, which may be affected by the implementation of transportation facility investment projects, was reflected as the main item of policy evaluation. In this study, the ripple effect of the project in terms of social value was reviewed for the Gangil-Chuncheon. The effect of highway opening was investigated by reviewing the feasibility report, post-evaluation report, and statistical indicators. Recently, the Gangil-Chuncheon highway is getting used by around 110,000 people per day. The number of tourists in Chuncheon rapidly has increased from 5 million a year to more than 11 million now. In addition, it was confirmed to produce effects such as population migration, net inflow and land price increase, improvement of living convenience, and expansion of emergency medical care. Although this ripple effect was influenced by various socio-economic factors as well as the opening of the highway, it is clear that it is difficult to occur without the opening of the highway. It is judged that the evaluation of indirect benefits and social values due to the opening of the highway can be quantified through continuous research and data construction. Post-evaluation of construction works, including project efficiency evaluation and ripple effect evaluation, is performed for construction works with a construction cost of more than 50 billion won. In the future, we will continuously improve the evaluation system in order to evaluate the indirect benefits and social values of public investment projects.

한국시장에서의 카시트 장착성 평가 (CRS installation performance in Korean Market)

  • 조재호;서관호;이화수;이민수
    • 자동차안전학회지
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    • 제5권2호
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    • pp.39-44
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    • 2013
  • Motor vehicle crashes are the leading cause (70%) of children injury and fatality. 98% of Children under the age of 9 who came to emergency room with a traffic accident are not seated in CRS. Reduction in mortality when using CRS (NHTSA study), 71% for infants of 1-2 years old, 54% for 3-6 years old and 7-12 years old. It is very important and essential to use CRS for child passenger safety. But in Korean market, the CRS fitment rate is relatively low (20~40%). For European market, at the start of 2013, Euro NCAP started to check how easy it is to install the most common seats. And US market, NHTSA is planning a new consumer information program of CRS fitment for near future. This study examines CRS installation performance of 3 vehicles which are produced by GM Korea and 21 CRS which are based on sales volume in Korean market. Purpose of this study is to identify both vehicle and CRS design that causes bad interaction for CRS installation.

고속국도용 SB3등급 전이구간 방호울타리 개발 및 성능평가 (Development and performance evaluation of SB3-level roadside barrier for highway transition zone)

  • 이정휘;조종석;이재혁
    • 한국도로학회논문집
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    • 제19권6호
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    • pp.13-21
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    • 2017
  • PURPOSES : In this research, an SB3-level roadside barrier for a highway transition zone that meets the newly established guide Installation and Management Guide for Roadside Safety Appurtenance is developed. Its performance is evaluated by a numerical simulation and real-scale vehicle impact test. METHODS : The commercial explicit dynamic software LS-DYNA is utilized for impact simulation. An FE model of a passenger vehicle developed and released by the National Crash Analysis Center (NCAC) at George Washington University and a heavy goods vehicle (HGV) model developed by the TC226/CM-E Work Group are utilized for impact simulation. The original vehicle models were modified to reflect the conditions of test vehicles. The impact positions of the passenger vehicle and truck to the transition guardrail were set as 1/2 and 3/4 of the transition region, respectively, according to the guide. RESULTS : Based on the numerical simulation results of the existing transition barrier, a new structural system with improved performance was suggested. According to the result of a numerical simulation of the suggested structural system, two sets of transition barriers were manufactured and installed for real-scale vehicle impact tests. The tests were performed at a test field for roadside safety hardware of the Korea Highway Corporation Research Institute. CONCLUSIONS : The results of both the real-vehicle impact tests and numerical simulations of the developed transition barrier satisfied the performance criteria, and the results of numerical simulation showed good correlation with the test results.

교통안전시설의 효율적 운영관리를 위한 평가지표 개발 (Development of Evaluation Indicators for the Efficient Operation and Management of Traffic Safety Facilities)

  • 홍기만;김종훈;하정아
    • 한국재난정보학회 논문집
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    • 제18권1호
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    • pp.29-37
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    • 2022
  • 연구목적: 본 연구는 교통안전시설의 신뢰성 있는 정보제공과 운영관리를 위한 평가지표를 개발하는데 목적이 있다. 연구방법: 분석 방법은 현재 교통안전시설 운영관리 현황을 파악하여 평가지표를 선정하고 AHP 조사를 통해 각 지표의 중요도를 분석하였다. 연구결과: 종합 중요도 분석 결과, 정보 정확성과 전산체계 구축 수준에 대한 평가지표에서 우선순위가 가장 높은 것으로 나타났다. 반면, 서비스 관리부분에 해당하는 평가지표는 우선순위가 가장 낮은 것으로 분석되었다. 결론: 본 연구의 결과는 효율적인 교통안전시설 운영관리를 위해 각 기관별 관리 수준을 파악할 수 있는 척도가 될 것으로 보이며, 향후 자율주행 상용화를 고려하여 정확한 정보 제공을 위한 기반을 구축할 수 있을 것으로 판단된다.

Study on large tonnage pile foundation load test system and field test of long rock-socketed pile

  • Zhang, Xue-feng;Ni, Ying-sheng;Song, Chun-xia;Xu, Dong
    • Geomechanics and Engineering
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    • 제21권6호
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    • pp.565-570
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    • 2020
  • Large tonnage pile foundation load test system is designed in this paper by using pre-stressed technique to optimize the design of anchor pile reaction beam system, in which project pile can be successfully taken as anchor pile. The test results show that the cracks and excessive deformations of the prestressed anti-force device designed in this study have not occurred, and the prestressed tendons of the anchor pile ensure that the anchor pile will not be pulled and fractured, and the prestressed tendons can be reused, thus ensuring the safety and reliability of the test. This test method can directly test bearing capacity of long rock-socketed piles, and analysis bearing behaviors from test results of sensors which embedded in the pile. Through test studied, authors summarized the vertical bearing characteristics of long rock-socketed piles and the main problems that should be paid attention to during design and construction, and provided reliable solutions.

인터로킹 블록포장의 저속도로 적용성 평가 (Performance Evaluation of Interlocking Block Pavement for Low Speed Highway)

  • 임무광;류성우;이병태;조윤호
    • 한국도로학회논문집
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    • 제16권2호
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    • pp.1-9
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    • 2014
  • PURPOSES : This study aims to evaluate the performance of interlocking block pavement system for low speed highway. METHODS : Through on-site monitoring, environmental impact assessment of interlocking block pavement such as heat island reduction, traffic safety, noise pollution were evaluated as compared with asphalt pavement. Also the pavement condition and roughness were evaluated according to performance period. RESULTS : Surface temperature of interlocking block pavement was about 7 degree lower than asphalt pavement in midsummer. Compared to asphalt pavement, vehicle speed reduction effect of interlocking block pavement was about 2kph. For low speed driving, the noise pollution was measured at a similar level for both asphalt and interlocking block pavement. After 42month service period, the breakage of block was only 0.24% for the whole surveyed area. IRI of interlock block pavement was estimated within the range of 5~8m/km. CONCLUSIONS : Depending on the performance monitoring results such as heat island reduction, providing traffic safety and keeping a good pavement condition for a long service period, it assures that interlocking block pavement was applicable for low speed road.

도로자산관리시스템의 업무아키텍처 설계 (Business Architecture Design of a Highway Asset Management System)

  • 나혜숙;임종태
    • 한국콘텐츠학회논문지
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    • 제11권12호
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    • pp.931-942
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    • 2011
  • 사회기반시설의 노후화로 유지보수 비용이 급격하게 증가하고 있는 선진국뿐만 아니라 국내에서도 시설물을 체계적으로 관리하여 안전사고를 예방하고 유지보수 예산을 절감해야 할 필요성이 날로 증대하고 있다. 뉴질랜드, 미국, 영국 등은 시설물의 공학적 상태와 성능에 따라 시설물을 유지보수하는 업무에 자산관리 개념을 도입하여 공공시설물을 관리하고 있다. 이들 나라들은 공공시설물 자산관리에 적용할 표준화된 자산관리 정보모델을 제시하고 시스템으로 개발하여 운용하고 있다. 국내에서도 공공시설물 자산관리 연구가 진행 중에 있으며, KTAM-40 자산관리 업무절차가 제시되었다. 본 논문에서는 공공시설물 중에서 도로자산관리시스템의 업무아키텍처 설계를 위하여 뉴질랜드 IIMM과 국내에서 개발된 KTAM-40 업무절차를 조사 분석하였다. 그리고 KTAM-40 업무절차를 참조하여 도로 자산관리시스템의 업무아키텍처를 설계하였다. 업무아키텍처는 첫째, 도로자산관리를 효율적으로 수행하기 위한 조직구조와 역할을 설정하고, 둘째로 도로자산관리 업무기능을 세분화하고, 셋째로 자산관리 업무기능들 간의 관계와 업무 기능들간 정보와 흐름을 정의하였다. 그리고 설계된 업무아키텍처가 유사한 업무 시스템의 다른 아키텍처와의 차별성을 검토하였다.

국내외 사면관리시스템의 비교 및 현황분석 (Comparison and State Analysis of Slope Management System(SMS) at Home and Aboard)

  • 강호윤;장용구;홍순헌;강인준
    • 한국측량학회:학술대회논문집
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    • 한국측량학회 2007년도 춘계학술발표회 논문집
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    • pp.403-408
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    • 2007
  • Korea is topographically and meteorologically prone to natural disasters. In addition to extraordinary weather, localized heavy rain is a irregular occurrence. Korea are frequently damaged by rain, wind, flood, etc. Recently, slope failures are disastrous when they occur in mountainous area adjoining highways. The accidents associated with slope failures have increased due to rapid urbanization of mountainous area. Therefore, the inspection of slope is conducted to maintain highway safety as well as road function. We developed basic function and risk management of a partial shape on highway slopes based on the internet. It is important for quantitative risk evaluation of highway slopes.

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