• Title/Summary/Keyword: Korea Highway

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Effect of Density on WCR Measurement of Water Content in Subgrade Soils (WCR을 이용한 노상토 함수량의 측정 및 밀도 영향 평가)

  • Lee, Chi-Hun;Park, Seong-Wan;Jeong, Jin-Hoon;Kwon, Soon-Min
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.03a
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    • pp.1199-1204
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    • 2005
  • The purpose of field monitoring system in KHC-Test Road located at Joongbu-Inland Highway, is to provide the performance data for traffic and environmental loadings from pavement surface. Among them, water content reflectometers(WCR) are used to measure the volumetric water content of subgrades soils used in test roads. However, most of the WCRs are not well-calibrated based on the field conditions. In this study, the laboratory based test is performed at various density conditions to evaluate the volumetric water content in subgrade Soils with a WCR. Based on the laboratory testings, the effect of density on WCR measurement are well evaluated for predicting the volumeric water content.of subgrades soils in KHC-Test road.

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Development of Integrity Assessment Model for Reinforced Concrete Highway Bridges Using Fuzzy Concept (Fuzzy 개념을 이용한 RC도로교의 건전성평가 모델 개발)

  • Na, Ki-Hyun;Park, Ju-Won;Lee, Cheung-Bin;Jung, Chul-Won
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.2 no.2
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    • pp.151-161
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    • 1998
  • In this study, an attempt is made to apply the concept of fuzzy-bayesian theory to the integrity assessment of RC highway bridge, and uncertainty states are represented in terms of fuzzy sets which define several linguistic variables such as "very good", "good", "average", "poor", "very poor", etc. Especially, the concept of fuzzy conditional probability aids to derive a new reliability analysis which includes the subjective assessment of engineers without introducing any additional correction factors. The fuzzy concept are also used as reliability indexes for the condition assessment based on the proposed models, the proposed fuzzy theory-based approach with the results of visual inspection and extensive field load tests are applied to the integrity assessment of a new RC highway bridge, namely, Jichok bridge.

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A Study on the Development of the Water-Bulwark System for Early Suppression in the Event of Fire in Highway Tunnel (고속도로 터널 내 화재발생 시 초기 진압용 화재진압시스템(Water-Bulwark System) 개발 연구)

  • Chung-Hyun, Baek
    • Journal of the Korea Safety Management & Science
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    • v.24 no.4
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    • pp.95-100
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    • 2022
  • In general, fire accidents in tunnels are sufficiently preventable, but the damage is very large. Therefore, the number of highway traffic accidents is high in spring when spring fatigue occurs and the traffic volume for maple travel increases. In particular, when analyzing the cause of death of people killed in fire accidents in tunnels, it is analyzed that most of them are suffocated by smoke. Therefore, in this study, it can be said that it is meaningful to make a social contribution to reduce the number of traffic accident deaths by establishing an efficient fire suppression system for fire accidents in tunnels.

Mean Residual Life for the Modified Bathtub Curve (수정수명곡선의 평균잔존수명)

  • Kuinam J. Kim;Tae-hee Lee;Sang-Min Pak
    • Journal of Korean Society of Industrial and Systems Engineering
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    • v.20 no.42
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    • pp.111-119
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    • 1997
  • 본 연구는 초기에 모집단에 취약한 부분에서 고장률의 증가가 생성하는 경우의 수정수명 곳선에 관련한 것이다. 이후 고장률은 전형적 수명곡선에 따른다. 따라서 고장률 h(t)와 평균잔존수명 m(t)와의 관계는 새로운 비교가 제시되어야 하고 새로운 수리적 분석을 수행하여야한다. 본 연구의 수리적 분석의 결과로 고장률과 평균잔존수명에 대한 최적Burn-In 타임은 일치하지 않는다.

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Evaluation for Relative Safety of RC Slab Bridge of Applying Limit State Design Code on Korean Highway Bridge (도로교설계기준 한계상태설계법을 적용한 RC슬래브교의 상대 안전도 평가)

  • Park, Jin-Woo;Hwang, Hoon-Hee;Kang, Sin-Oh;Cho, Kyung-Sik;Park, Woo-Jin
    • Journal of the Korean Society of Safety
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    • v.28 no.5
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    • pp.41-48
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    • 2013
  • This paper is intended to provide the background information and justification for Korean highway bridge design code(limit state design)(2012). Limit state design method calculates reliability index and probability of failure through the analysis of the reliability of the experimental database. It has become possible to perform the economical and consistent design by evaluating the safety of a structure quantitatively. In this paper, we used the design specifications of RC slab bridge of superstructure form of Road Design Manual in Part 5 bridge built in highway bridge. This study conducted structural analysis using the method of frame structure theory, design and analysis of bridge by limit state design method, the design code including various standards and Load model applied Korean highway bridge design code limit state design(KHBDC;2012). As a result, it analyzed the effect of safety through comparison. Showing effect of improvement the safety factor and comparing the value of the result, it is determined to be capable of economical design and safety. Furthermore, limit state design method was able to determine many redundant force of cross-section compared with existing design method. It is determined that it can reduce the overall amount because of the reduction of the cross-section and girder depth.

Development of an Optical Range Finder for Surface Roughness Measurements (표면 요철 측정을 위한 광학적 거리 측정기 개발)

  • Eom, Jung-Hyun;Park, Hyun-Hee;Seo, Dong-Sun;Huh, Woong;Kim, Joon-Bum;Kim, Yon-Gon
    • Journal of IKEEE
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    • v.2 no.1 s.2
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    • pp.53-60
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    • 1998
  • We develope a high repetition rate, short distance, optical range finder for surface roughness measurements of large structures, such as a highway road, etc. For range measurement based on a triangulation principle, we use a light emitting diode and an one dimensional Position sensitive photodetector for a light source and an angle detector of the reflected light at the object, respectively. The range finder has automatic power control and electrical background noise rejection capabilities which enable it to overcome variations of an object reflectance and to eliminate time-varying, as well as constant, background light noises. Our experimental results show less than ${\pm}1.5mm$ of measurement errors regardless of an object reflectance, for $22{\sim}38cm$ object ranges which are determined by considering the installation of the range finder and the depth of surface roughness.

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A Study on Technology Priorities for Green Highway (녹색도로 구현을 위한 기술 우선순위 결정에 관한 연구)

  • Lee, Yu-Hwa;Cho, Won-Bum;Kim, Se-Hwan
    • International Journal of Highway Engineering
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    • v.14 no.3
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    • pp.151-162
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    • 2012
  • It is not surprising to hear news about irresistible natural disasters all over the world due to climate change. Korean Government has focused on developing a variety of green technologies to reduce green house gasses, in particular, carbon dioxide. This study suggested 18 technology divisions for achieving green highway technology development in six different sub-sectors considering life-cycle of roadway and surveyed 29 highway and/or transportation professionals of three institutes using AHP(Analytical Hierarchy Process) analysis to construct "Green Highway"and realize carbon emission reductions and energy use efficiency in a road sector in Korea. Expert Choice Software was used to rank 18 technology divisions weighted by two-level choices. Transport Operating Infrastructure Improvement, Roadway Policy Implementation, Green Transportation(such as Pedestrian and Bicycle) were highly ranked by respondents according to results of the AHP modeling. Among the 18 divisions, technology policy for supporting R&D investments from development to commercialization was ranked as the most significant one to be focused. Green Transportation Facility Design/Construction/Operation and Eco-Friendly Roadway Plan were followed as expected since professionals have thought that the planning/design step of the life-cycle is a starting point to reduce carbon dioxide from roads more and more. Additionally, comparing the results with the Government investment trend 2006-2011 for the roads, it can be interpreted that the Government should invest to the R&D area more widely than before to promote element and core technology development for Green Highway Construction. Above all, small and mid-sized businesses have to be invested as well as encouraged to undertake green highwayrelated objects to accomplish the divisions which ranked high.

Worries and Reality Regarding Porous Asphalt Pavements: Structural Integrity, Flood Mitigation and Non-Point Pollution Reduction (투수성 아스팔트 포장에 대한 우려와 실제: 구조적 적합성, 홍수 완화 그리고 비점오염 저감)

  • Yoo, Inkyoon;Lee, Suhyung;Han, Daeseok;Lee, Sanghyuk
    • Ecology and Resilient Infrastructure
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    • v.3 no.4
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    • pp.272-278
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    • 2016
  • Porous pavements are recommended as a Low-Impact Development (LID) method which is a strategy to develop a water cycle as close to a natural state as possible, and to solve the urban impervious surface problems. Porous pavements can yield a solution if it provides a more permeable surface with extra space to contain extra water from building roofs. But there are few applications in Korea because of a lack of recognition and experience. Highway engineers are mainly concerned about the infiltration of water into pavement structures. They worry about the weakening of the asphalt mixture and subgrade, and freezing during the winter season due to the infiltration of water. Meanwhile, hydrological experts doubt the effects of the amount of water to control during the flooding season, and environmental experts prefer a non-point pollution treatment system established beside highway. In this study, from reviewing the history and the body of literature about porous pavements, conclusions regarding the most advanced technologies were made. First, traditional thickness designs can be used for porous pavement, no extra distresses was found by weakening and freezing during the winter season. Second, hydrological design can be made by controlling the thickness of the pavement and the outlet of water. Third, the treatment efficiency of non-point pollution of porous pavements is not worse than any other method. Importantly, it's a more eco-friendly solution because of its lower requirement for de-icing agents.

Statistical Classification of Highway Segments for Improving the Efficiency of Short-term Traffic Count Planning (효율적인 교통량 조사를 계획하기 위한 조사구간의 통계적 특성 분류 연구)

  • Jung, YooSeok;Oh, JuSam
    • International Journal of Highway Engineering
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    • v.18 no.3
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    • pp.109-114
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    • 2016
  • PURPOSES : The demand for extending national highways is increasing, but traffic monitoring is hindered because of resource limitations. Hence, this study classified highway segments into 5 types to improve the efficiency of short-term traffic count planning. METHODS : The traffic volume trends of 880 highway segments were classified through R-squared and linear regression analyses; the steadiness of traffic volume trends was evaluated through coefficient of variance (COV), and the normality of the data were determined through the Shapiro-Wilk W-test. RESULTS : Of the 880 segments, 574 segments had relatively low COV and were classified as type 1 segments, and 123 and 64 segments with increasing and decreasing traffic volume trends were classified as type 2 and type 3 segments, respectively; 80 segments that failed the normality test were classified as type 4, and the remaining 39 were classified as type 5 segments. CONCLUSIONS : A theoretical basis for biennial count planning was established. Biennial count is recommended for types 1~4 because their mean absolute percentage errors (MAPEs) are approximately 10%. For type 5 (MAPE =19.26%), the conventional annual count can be continued. The results of this analysis can reduce the traffic monitoring budget.