• Title/Summary/Keyword: Road width

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A comparative study on the stability evaluation of double deck tunnel in terms of excavation (대심도 복층터널에 대한 굴착 안정성 평가 비교 연구)

  • Jang, Namju;Gang, Han-gil;Kim, Kihwan;Choi, Chang-rim
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.21 no.1
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    • pp.155-166
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    • 2019
  • It is necessary to construct underground in the metropolis. Road traffic has reached saturation point. The city has several underground road construction projects. In abroad, double deck tunnels are planned and constructed. It is attained a high level of underground development technology. In case the double deck tunnel (2 lane) is planed instead of the bidirectional tunnel (2 lane), excavation area is similar. But tunnel width is decreased. The reduced width can cut cost for the tunnel reinforcement. This study evaluates the stability of excavation on double deck tunnel. By the assessment of the strength-stress ratio and strength reduction method, quantitative analysis is conducted between double deck tunnel and the bidirectional tunnel.

Development of the Bicycle Level of Service Model from the User's Perspective (이용자 중심의 자전거도로 서비스수준 모형 개발)

  • Gang, Gyeong-U;Lee, Gyeo-Ra
    • Journal of Korean Society of Transportation
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    • v.28 no.3
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    • pp.75-84
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    • 2010
  • South Korea is seeking for a solution to the problems of traffic congestion and environment: the increase of bicycle use. However many people feel that using a bicycle is inconvenient. Therefore, we developed bicycle level of service model from the user's perspective so that the existing bicycle roads can be evaluated and improved. The purpose of this paper is to develop a bicycle level of service (LOS) model by considering user's satisfaction and multiple factors that affect bicycle LOS. Bicycle LOS criteria is estimated by applying an ordered probit model, which is suitable for research relating to choice. In addition, we determine the bicycle LOS using three-level(A-C) LOS structure from the user position considering the satisfaction level that people can distinguish clearly. The results show that the bicycle LOS is largely determined by the bicycle road width. Other factors are involved as well, including bicycle road type, the number of access and egress point on the bicycle road corridor, pedestrian volume, and frequency of meetings.

A Study on Bicycle Accident Patterns at Urban Intersections (도시부 교차로에서의 자전거 사고유형 분석에 관한 연구)

  • Kim, Do-Hoon;Cho, Han-Seon;Kim, Eung-Cheol
    • International Journal of Highway Engineering
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    • v.10 no.4
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    • pp.117-125
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    • 2008
  • Recently, users of bicycles as a green mode are rising sharply, but there are few efforts to increase bicycle safety and to decrease the number of accidents between vehicles and bicycle users. Therefore, this research seeks to improve bicycle safety at intersections by analysing causation factors of bicycle accidents pattern and providing optimal intersection design guidelines. For this study, real bicycle accident data of fifty six occurred in the Incheon metropolitan area in the year of 2005 were collected and field surveys were conducted. In addition, this research developed a bicycle accident pattern model with using multinomial logit model. The model results showed that presence of fatality, presence of traffic islands on the minor road, highway_type, weather, presence of traffic bus_stop on the major road, minor road lane width, victim induce factor are significant for bicycle safety.

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The Compensation Cost Analysis of Parcels for Land Alternation according to Occupation Ratio to Road (도로 편입률에 따른 토지이동 대상필지 보상비 분석)

  • Lee, Geun Sang;Park, Jong Ahn;Cho, Mi Su;Cho, Gi Sung
    • Journal of Korean Society for Geospatial Information Science
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    • v.22 no.1
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    • pp.13-22
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    • 2014
  • Recently, many civil appeals have been occurred in land management work because of discord between cadastral records and actual land use pattern. it is important to select parcels for land alternation exactly using land information and to evaluate compensation cost according to scenarios for advancing this problem. This study operated GIS spatial overlay based on serial cadastral maps and actual-width of the road and analyzed the number and area of the parcels for land alternation by the land classification and ownership applying fuzzy membership function according to occupation ratio to road. Also compensation cost was calculated according to scenarios using individual public land price information of the parcels for land alternation and was arranged by district as Eup and Myeon according to land classification and ownership. This study can efficiently support the work of the parcels for land alternation complying with the financial condition of local government, by supplying compensation cost according to scenarios to the parcels of land alternation by district as Eup and Myeon.

Infection of Wiches' broom (Taphrina weisneri) to the Prunus yedoensis along the 5.16 Road in Jeju Island (제주도 5.16도로 주변 왕벚나무 빗자루병 발병 실태)

  • Kim, Chang-Jo;So, In-Sup;Huh, Moo-Ryong
    • Journal of agriculture & life science
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    • v.43 no.3
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    • pp.1-6
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    • 2009
  • This study has been carried out to measure the extent of damage for Witches' broom of cherry trees planted as street trees along the 5.16 road around the Halla Mountain. This study is expected to provide effective measures to prevent the infection of witches' broom. Among the cherry trees examined, almost all the trees of 40 years or over were severely infected. Those around 30 years old were infected as well, though they showing medium level of disease symptoms. However, cherry trees of less than 23 years were observed to be healthy without showing any symptoms. Cherry trees spontaneously growing within 30m width of the 5.16 road in the section from Sanchondan to Kyunwolak were less severely infected by Witches' broom (Taphrima waesneri), though there was a difference by tree age.

Study on Map Building Performance Using OSM in Virtual Environment for Application to Self-Driving Vehicle (가상환경에서 OSM을 활용한 자율주행 실증 맵 성능 연구)

  • MinHyeok Baek;Jinu Pahk;JungSeok Shim;SeongJeong Park;YongSeob Lim;GyeungHo Choi
    • Journal of Auto-vehicle Safety Association
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    • v.15 no.2
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    • pp.42-48
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    • 2023
  • In recent years, automated vehicles have garnered attention in the multidisciplinary research field, promising increased safety on the road and new opportunities for passengers. High-Definition (HD) maps have been in development for many years as they offer roadmaps with inch-perfect accuracy and high environmental fidelity, containing precise information about pedestrian crossings, traffic lights/signs, barriers, and more. Demonstrating autonomous driving requires verification of driving on actual roads, but this can be challenging, time-consuming, and costly. To overcome these obstacles, creating HD maps of real roads in a simulation and conducting virtual driving has become an alternative solution. However, existing HD maps using high-precision data are expensive and time-consuming to build, which limits their verification in various environments and on different roads. Thus, it is challenging to demonstrate autonomous driving on anything other than extremely limited roads and environments. In this paper, we propose a new and simple method for implementing HD maps that are more accessible for autonomous driving demonstrations. Our HD map combines the CARLA simulator and OpenStreetMap (OSM) data, which are both open-source, allowing for the creation of HD maps containing high-accuracy road information globally with minimal dependence. Our results show that our easily accessible HD map has an accuracy of 98.28% for longitudinal length on straight roads and 98.42% on curved roads. Moreover, the accuracy for the lateral direction for the road width represented 100% compared to the manual method reflected with the exact road data. The proposed method can contribute to the advancement of autonomous driving and enable its demonstration in diverse environments and on various roads.

A Study on Differentiation of Pedestrian space -Focused on a Comparison of the structure of Pedestrian space in the Street- (보행공간디자인의 차별화에 관한 연구 -가로의 보행공간구조의 비교분석을 중심으로-)

  • Kim, Jin-Woo;Rhee, Jae-Won
    • Archives of design research
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    • v.17 no.4
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    • pp.223-232
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    • 2004
  • The pedestrian space on the roads shows virtually different images, depending on the local uniqueness that exists in the roadsides, to the one walking. This sort of characteristics of the region originated from the physical special structures of the roadside building the form of the place. Thus, because of the structural difference of the roadside, Pedestrian sense the difference of regions through other images. Research focused on issues of the local roadside sidewalk spaces as what roadside structure is the type that brings out the unique images of the region, and what facets are pursued additionally here, is needed. A roadside of a prosperous region filled with many Pedestrians is selected as the range for the experiment in order to analyze the structure and image of the pedestrian space. Among the roads of the selected region, the structure of the pedestrian space on the roads with more than four lanes was evaluated. As result of the analysis, the images of 10 pedestrian space could be classified into two groups by the difference in proportions of the Df/H(the width of the sidewalk and the height of the roadside building) and the D/H(the width of the road and the height of the roadside building). In order to observe the images of the pedestrian space classified into two groups, the adjectives used to describe the image of scenery were researched, enabling one to induce the images of the two groups form them. One of the images is the image of prosperities, and the other is the image of pleasantness. In addition, as result to the evaluation focused on the characteristic of the roadside buildings in the selected area, it could be divided into two groups, i.e., the commercial region and the business region. The image of prosperities was sensed on the sidewalks of the commercial region, while the image of pleasantness was seen on that of the business region. This study enabled the acknowledgment that in a pedestrian space on a road structure with more than four lanes, the Pedestrian sense different images, depending on the proportional difference in the width of the sidewalk & the height of the roadside building, and the width of the road & the height of the roadside building. This result is expected to be a good reference when a road structure reflecting the uniqueness of its region is to be designed, and especially when the structure of a pedestrian space is to be created.

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Measurement of Crack Width of Pavements Using Image Processing (이미지프로세싱을 이용한 도로포장의 균열폭 측정에 관한 연구)

  • Ko, Ji-Hoon;Suh, Young-Chan
    • International Journal of Highway Engineering
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    • v.4 no.2 s.12
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    • pp.33-42
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    • 2002
  • The cracks in the pavements result from drying shrinkage, temperature change, repeated traffic loadings and so on. The reduction of soil support, spatting and many local failures are caused by water and incompressible foreign materials infiltrated into the cracks. In order to reduce this kind of problems the crack width must be controlled and managed by the accurate measurement. The current method is a visual survey using a microscope, which requires traffic blocking. The purpose of this study is to find the best condition to measure accurate crack width using automated pavement condition survey equipment running at the similar speed as other vehicles. In this study pavement surfaces are filmed on an enlarged scale by the camera with a zoom lens, and then the proper focal distance is determined according to the crack width through a pilot survey. The conditions for measurement of the accurate crack width using the image processing technique are suggested by comparing crack widths surveyed using a microscope in the field with those computed by various factors in the image processing program, STADI-2. In conclusion, the camera with a focal distance of 75m could detect crack range of 0.5mm$\sim$1.2mm In width with an accuracy of 80% for CRCP. The camera with a focal distance of 12.5mm could detect crack range of 1.8mm$\sim$3.3mm in width with an accuracy of 90% for asphalt pavement.

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Assessment of minimum pillar width and reinforcement of parallel tunnel using numerical analysis and field monitoring (수치해석과 현장계측을 통한 병렬터널의 최소 필라폭과 보강에 대한 평가)

  • An, Yong-Koan;Kong, Suk-Min;Lee, Yong-Joo
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.16 no.3
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    • pp.299-310
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    • 2014
  • Nationally, tunnel and underground constructions are necessary for the environmental sustainability and the efficient use of land space. For the importance of eco-friendly circumstances, 2-arch or large road tunnel has been designed so far. However, such a 2-arch or large tunnel has problems in terms of cost, constructability, construction period, and maintenance. Therefore, in this study, tunnel behavior and stability of rock pillar according to the pillar width and cover depth for parallel tunnels are investigated by performing FE analysis and using empirical formula. According to the results, Rock pillar is reinforced for distributed vertical load by Tie-Bolt due to unpredicted ground deformation, and the reinforced rock pillar's behaviour from the FE analysis shows a quite good agreement with field measurement. According to ground conditions, if the pillar width of the parallel tunnels is reduced, it can be more efficient in use of the tunnel space compared to previous tunnels.

Extraction of Street Tree Information Using Airborne LIDAR Data (항공라이다 자료를 이용한 가로수 정보의 추출)

  • Cho, Du Young;Kim, Eui Myoung
    • Spatial Information Research
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    • v.20 no.6
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    • pp.45-57
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    • 2012
  • The street trees in the urban areas provide an comfortable environment to the pedestrians and drivers and play important roles to absorb the carbons. Therefore, it is necessary to acquire and manage efficiently the location, height, and crown width of street trees. This study suggests a methodology to provide quantitative information of the street trees in urban areas including the quantity, location, height, and crown width of the trees. Therefore, it is more appropriate to add functionality of changing size of the crown width of the trees in the method. In addition, the positions of the street trees were selected using the fact that street trees are generally planted along the road in a straight line. An experiment on extracting street trees was conducted in parts of Osan-si, Gyeonggi-do and the suitability of the suggested methodology was evaluated by comparing the results to a 1/1,000 digital map. Through the experimental results, the minimum, maximum, and the root mean square errors of the position of street trees were 0.5m, 1.9m, and approximately ${\pm}0.4m$, respectively.