• 한국도로학회논문집
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• 제18권2호
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• pp.43-49
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• 2016

PURPOSES : The field application and performance of continuously reinforced concrete pavement (CRCP), constructed by using the mechanical tube-feeding method, are evaluated in this study. METHODS: The location of the rebar was evaluated by using the MIRA system. The early-age CRCP performance was evaluated via visual survey, in which the crack spacing and crack width were examined. RESULTS: The location of longitudinal reinforcing bars was evaluated via MIRA testing and the results showed that the longitudinal rebars all lie within a given tolerance limit (${\pm}2.5cm$) of the target elevation. In addition, owing to the low temperature when the concrete was pured, the crack spacing in the Dae-Gu direction is slightly wider than that of the Gwang-Ju direction. Almost all of the crack spacings lay within the range of 1.0 m~3.0 m. A crack width of <0.3 mm was measured at the pavement surface. However, as revealed by the field survey, the crack spacing was not correlated with the crack width. CONCLUSIONS : In CRCP constructed by using the mechanical tube-feeding method, almost all of the longitudinal reinforcing bars lay within the tolerance limit (2.5 cm) of the target elevation. The concrete-placing temperature affects the crack spacing, owing to variations in the zero-stress temperature. Crack survey results show that there is no correlation between the crack spacing and crack width in CRCP.

• 한국도로학회논문집
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• 제18권5호
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• pp.39-47
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• 2016

PURPOSES : Road subsidence occurs owing to road cavities, which cause many social and environmental problems, especially in cities. Recently, road cavities were detected by various ground radars and repair works were carried out against the detected cavities. The condition assessments related to the road cavities are necessary to understand the potential risk of the cavities. Therefore, in this study, a numerical study was performed to assess the various conditions of road cavities. METHODS : The numerical method adopted in this study is the discrete element approach, and it is suitable for analyzing the condition because it can consider the movement of the soil particles in the surrounded cavity areas. In addition, the triaxial test was modeled and performed under various cavity conditions inside the specimens. RESULTS : The conditions of different cavity locations and shapes were analyzed to identify the effect of cavity state. Three general cases of particle size distributions were formulated to identify the effect of surrounding ground conditions. As a result, the degree of decrement and volumetric strain were varied depending on the locations and shapes of the cavity. Only minor changes were observed when the particle size distributions were altered. CONCLUSIONS : The strength reduction was higher when the cavity formed was larger and located in the upper zone. Similar to the cavity shape, strength reduction and volume deformation are more influenced by the width than the length of the cavities. There is an influence from ground conditions such as the particle size distribution, especially on the wide cavity.

• 한국ITS학회 논문지
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• 제23권3호
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• pp.80-96
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• 2024

본 연구는 Lv.4/4+ 자율주행 시대에 도로 설계, 운영, 시스템의 변화 방향을 분석하기 위해 도로, 교통, 자동차, ITS, 통신 분야의 전문가들을 대상으로 2차에 걸쳐 델파이 조사를 수행하였다. 델파이 조사 항목을 구성하기 위해 기초 설문조사를 진행하였으며, 자율주행과 밀접한 관련이 있는 분야의 전문가 14명을 대상으로 1차, 2차 델파이 조사를 진행하였다. 조사 결과 미래에는 공유형 AV, 대중교통 환승 중심의 교통운영으로 변경될 것으로 예상되며, 이에 따른 횡단구성의 변경이 있을 것으로 보여진다. 자율주행전용차로는 고속도로, 일반국도부터 도입이 예상되며, 도로 가측부가 아닌 도로 중앙부에 설치되고 기존 도로와 동일한 차로폭을 사용할 것으로 의견이 모아졌다. 자율주행자동차를 위해 시설물 측면에서는 보차분리시설의 확충이 필요하며, 위치 인식을 위한 시설물에 통신칩 삽입, 정밀지도 고도화, 노변통신시설 확충 등이 필요한 것으로 나타났다.

• 한국안전학회지
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• 제32권3호
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• pp.123-129
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• 2017

This study deals with the traffic accident of truck at circular intersection. The purpose of this study is to develop the truck accident models based on type of accident and conflict. In pursuing the above, the study gives particular attentions to selecting the appropriate models among Poisson and Negative binomial models using statistical program LIMDEP 8.0. The traffic accident data from 2007 to 2014 are collected from TAAS data set of Road Traffic Authority. Such the dependent variable as number of truck accidents and the 24 independent variables as geometry, traffic volume and others are used. The main results are as follows. First, 5 Poisson models (${\rho}^2$ of 0.164~0.351) which are all statistically significant are selected. Second, the common variable based on type of accident and conflict is analyzed to be truck apron width. The specific variables are, however, evaluated to splitter island, area of splitter island, speed limit sign, truck apron, number approach road, circular intersection sign, speed hump and traffic volume. Finally, widening the truck apron width and improving the above specific variables are analyzed to be important for truck accident reduction at circular intersections.

• 한국도로학회논문집
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• 제20권2호
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• pp.67-74
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• 2018

PURPOSES : The goal of this study is the development of roundabout accident models for urban and non-urban areas. METHODS : This study performed a comparative analysis of the regional factors affecting accidents. Traffic accident data were collected for the period 2010~2014 from the TAAS data set of the Road Traffic Authority. To develop the roundabout accident models, the Poisson and negative binomial regression models were used. A total of 25 explanatory variables such as geometry, and traffic volume were used. RESULTS : The key findings are as follows: First, it was found that the null hypotheses that the number of accidents is the same should be rejected. Second, three Poisson regression accident models, which are statistically significant (${\rho}^2$ of 0.154 and 0.385) were developed. Third, it was noted that although the common variable of the three models (models I~III) is the number of entry lanes, the specific variables are entry lane width, roundabout sign, number of circulatory roadways, splitter island, number of exit lanes, exit lane width, number of approach roads, and truck apron. CONCLUSIONS : The results of this study can provide suggestive countermeasures for decreasing the number of roundabout accidents.

• KIEAE Journal
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• 제15권4호
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• pp.21-28
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• 2015

Purpose: Although security lights are used to secure pedestrian visibility and safety at nighttime, they can generate light trespass in the neighboring residential space. To prevent this, standards for acceptance limits on vertical illuminance and light pollution by the windows of residential buildings are presented. Method: This study thus representatively selected three types of lamps and, through an evaluation and analysis of the physical and subjective discomfort glare per lamp, proposed a discomfort glare index for each lamp. The evaluation and analysis according to the lamps were conducted through experiments. The variables were the security lights' lamps (NH 100W, MH 70W, LED 50W), installation angles ($0^{\circ}$, $20^{\circ}$), and installation distances (3m, 5m, 7m, 9m). Result: According to the results of the discomfort glare evaluation depending on the angles and distances of the security lights, the following minimum standards are proposed: for NH 100W, a discomfort glare index of 30 and an installation distance of 4m; for MH 70W, a discomfort glare index of 32 and an installation distance of 4m; and, for LED 50W, a discomfort glare index of 31 and an installation distance of 6m, respectively. In addition, this paper recommends the use of MH 70W, when the road width is 4m-6m, and LED 50W, when the road width is over 6m, respectively.

• 농촌계획
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• 제21권1호
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• pp.89-102
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• 2015

With the basic research logic stating that the systematic improvement of rural housing plot's boundary barriers should call for the integrated consideration of their on-and-around installing settings, this study tries to analyse characteristics of installing environment of boundary barriers for improvement works of them. Through literature review and then screening process, 3 influencing and appraisal factors were determined: main house-boundary barrier shortest distance as on-site factor, building coverage as inside one, and attached road width as outside one. 21 study villages were subgrouped into structurally improved(9) and not(12). Site investigation and analysis results showed that the relationship between factors has varied very much, i.e. in some cases it is positive or complementary, but in other cases, negative or crossed. Therefore this study would propose that differentiated and flexible strategies with integrated consideration of on-and-around site installing settings be applied in their improvement projects rather than village-wide unified or straight forwarded ones.

• 한국구조물진단유지관리공학회 논문집
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• 제14권5호
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• pp.187-194
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• 2010

산악터널과 달리 도심지 지하도로는 대부분 평야지대에 위치하고 충적층이 두껍게 분포하고 있으며 특히 터널 입 출구부는 병렬터널로 분기되는 지점인 동시에 하향굴착을 하는 관계로 터널 시 종점의 위치선정에 따라 공사비에 미치는 영향이 매우 크게 된다. 또한 병렬터널의 필라폭(PW)은 지하 보상비와 직결되기 때문에 병렬터널의 안정을 확보하면서 동시에 최소의 필라폭(PW)으로 터널을 계획하여야 한다. 국내 도로터널의 필라폭(PW)은 일반적으로 1.5D(D: 터널 최대폭)를 기준으로 하며 일부 터널의 경우 입 출구부 극히 한정된 구간에서만 1.5D(D : 터널 최대폭)이내의 필라폭을 적용한 사례가 있으나 보상비 문제가 아닌 선형계획측면에서 불가피하게 발생한 사례들이다. 본 논문은 NATM형식으로서 국내최초 도심지 지하도로 설계사례를 통해 선형 계획단계에서부터 지하 보상비 및 지반특성을 함께 고려하여 적정 필라폭을 설계한 사례를 소개하고 도심지 병렬터널의 적정 필라폭 결정방법에 대해 기술하였다. 적정 필라폭 결정은 설계 및 시공사례 분석과 수치해석을 통한 강도 감소법과 강도/응력비 방법을 이용하였으며 터널간 초근접으로 인해 필라의 안정성이 불량한 터널 입 출구부는 안정성 확보를 위한 보강방법을 제시하고 수치해석을 통해 안정성을 확인하였다.

• 한국환경복원기술학회지
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• 제22권3호
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• pp.55-71
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• 2019

The purpose of this study is to propose an evaluation method to assess green environments of streetscapes to improve urban street green spaces in Jeonju City. Through a rapid assessment of urban street green spaces, we suggest an objective basis for expanding street green space as well as for adopting sustainable maintenance and improvement measures. We choose 12 sections of streetscapes (roads and sidewalks) to investigate existing street conditions which have more than four lanes and function as major road axes. Six large roads and six medium roads of Jeonju City center area are investigated as pilot assessment study sites. Site inventory checklists consist of environmental characteristics of streetscape, street tree status, and planting condition evaluation. Environmental characteristics of streetscapes are composed of physical and neighborhood factors. For instance, items for physical factors are types and width of road/sidewalks, paving materials, tree protection materials, and green strip. And surrounding landuse is a neighborhood factor. Assessment items for street tree status are street plant names (tree/shrubs/ground cover), size, and planting intervals. Planting condition evaluation items are tree shape, damage, canopy density, and planting types with existence of adjacent green space. Evaluation results are classified into three levels such as A(maintain or repair), B(greening enhancement), and C(structural improvement). In case of grade A, streetscapes have enough sidewalk width for maintaining green strip and a multi-layered planting(in large road only) with fairly good growing conditions of street trees. For grade B and C, streetscapes have a moderate level of sidewalk width with a single street tree planting. In addition, street tree growing conditions are appeared poor so that green enhancement or maintenance measures are needed. For median, only grade B and C are found as its planting growing foundations are very limited in space. As a result, acquiring enough sidewalk space is essential to enhance ecological quality of urban street green. Especially, it is necessary to have green strip with reasonable widths for plant growing conditions in sidewalks. In addition, we need to consider native species with multi-layer plant compositions while designing street green.

• 대한공간정보학회지
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• 제22권4호
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• pp.135-142
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• 2014

최근 국가적인 차원에서 사회 안전에 대한 관심도가 증가하면서 범죄를 효율적으로 예방할 수 있는 다양한 활동을 수행하고 있다. 기존의 범죄관련 지도는 주로 범죄발생 현황에 대한 정보를 행정구역 단위로 사용자에게 제공하기 때문에 정작 여성 및 밤길을 이용하는 보행자가 안전한 도로를 사전에 파악할 수는 없었다. 이에 본 연구에서는 수치지도 2.0을 이용하여 손쉽게 범죄에 위험한 지역을 추출할 수 있는 기법을 개발하였다. 수치지도 2.0에서 범죄발생에 위험한 지역을 찾기 위해서 도로중심선과 건물 레이어의 위치정보와 속성정보를 사용하였다. 도로중심선 레이어에서는 포장재질, 도로폭의 속성정보와 도로와 도로가 교차하는 교차각 정보를 부가적으로 추출하여 활용하였다. 건물 레이어에서는 건물종류에 대한 속성정보를 사용하였다. 도로중심선과 도로교차점에 포장재질, 도로폭, 도로교차각, 건물종류 등을 고려하였을 경우의 위험점수를 모두 합산하여 설정된 임계값을 벗어나는 지역을 범죄발생이 일어날 수 있는 위험지역으로 추출하였다. 본 연구에서 개발한 방법론을 검증하기 위해서 실험을 수행하였다. 실험을 통해서 수치지도 2.0의 도로와 건물 레이어만을 이용하여 공간적인 측면에서 범죄 발생에 지역을 추출할 수 있었다. 본 연구의 결과는 향후 범죄 예방의 행정적인 측면에서는 식별된 범죄 발생에 취약한 지역에 대해 가로등, 보안등과 같은 안전시설물을 추가적으로 설치함으로 위험지역의 안전도를 높일 수 있을 것으로 사료된다.