• 제목/요약/키워드: Roadway

검색결과 465건 처리시간 0.021초

A case study on asymmetric deformation mechanism of the reserved roadway under mining influences and its control techniques

  • Li, Chen;Wu, Zheng;Zhang, Wenlong;Sun, Yanhua;Zhu, Chun;Zhang, Xiaohu
    • Geomechanics and Engineering
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    • 제22권5호
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    • pp.449-460
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    • 2020
  • The double-lane arrangement model is frequently used in underground coal mines because it is beneficial to improve the mining efficiency of the working face. When the double-lane arrangement is used, the service time of the reserved roadway increases by twice, which causes several difficulties for the maintenance of the roadway. Given the severe non-uniform deformation of the reserved roadway in the Buertai Coal Mine, the stress distribution law in the mining area, the failure characteristics of roadway and the control effect of support resistance (SR) were systematically studied through on-site monitoring, FLAC 3D numerical simulation, mechanical model analysis. The research shows that the deformation and failure of the reserved roadway mainly manifested as asymmetrical roof sag and floor heave in the region behind the working face, and the roof dripping phenomenon occurred in the severe roof sag area. After the coal is mined out, the stress adjustment around goaf will happen to some extent. For example, the magnitude, direction, and confining pressure ratio of the principal stress at different positions will change. Under the influence of high-stress rotation, the plastic zone of the weak surrounding rock is expanded asymmetrically, which finally leads to the asymmetric failure of roadway. The existing roadway support has a limited effect on the control of the stress field and plastic zone, i.e., the anchor cable reinforcement cannot fully control the roadway deformation under given conditions. Based on obtained results, using roadway grouting and advanced hydraulic support during the secondary mining of the panel 22205 is proposed to ensure roadway safety. This study provides a reference for the stability control of roadway with similar geological conditions.

Vision-Based Roadway Sign Recognition

  • Jiang, Gang-Yi;Park, Tae-Young;Hong, Suk-Kyo
    • Transactions on Control, Automation and Systems Engineering
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    • 제2권1호
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    • pp.47-55
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    • 2000
  • In this paper, a vision-based roadway detection algorithm for an automated vehicle control system, based on roadway sign information on roads, is proposed. First, in order to detect roadway signs, the color scene image is enhanced under hue-invariance. Fuzzy logic is employed to simplify the enhanced color image into a binary image and the binary image is morphologically filtered. Then, an effective algorithm of locating signs based on binary rank order transform (BROT) is utilized to extract signs from the image. This algorithm performs better than those previously presented. Finally, the inner shapes of roadway signs with curving roadway direction information are recognized by neural networks. Experimental results show that the new detection algorithm is simple and robust, and performs well on real sign detection. The results also show that the neural networks used can exactly recognize the inner shapes of signs even for very noisy shapes.

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Centrifuge modelling of temporary roadway systems subject to rolling type loading

  • Lees, Andrew S.;Richards, David J.
    • Geomechanics and Engineering
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    • 제3권1호
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    • pp.45-59
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    • 2011
  • Scaled centrifuge modelling techniques were used to study the soil-structure interactions and performance of a jointed rollable aluminium roadway (or trackway) system on soft clay under light truck tyre loads. The measured performance and subsequent analyses highlighted that the articulated connections significantly reduced the overall longitudinal flexural stiffness of the roadway leading to stress concentrations in the soil below the joints under tyred vehicle loadings. This resulted in rapid localised failure of the supporting soil that in turn led to excessive transverse flexure of the roadway and ultimately plastic deformations. It is shown that the performance of rollable roadway systems under tyred vehicle trafficking will be improved by eliminating joint rotation to increase longitudinal stiffness.

도로조명 설계에서 보수율에 따른 광학적 특성 연구 (A Study of Optical Characteristics for Maintenance Factors on Roadway Lighting Design)

  • 황명근
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2000년도 하계학술대회 논문집 C
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    • pp.2153-2155
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    • 2000
  • The not an organization a branch stream the maintenance factor class on a class and the roadway type for roadway lighting design, the facted an insufficiency maintenance factor to apply our the country conditions. The consideration of maintenance factors is not being fully applied for roadway lighting design in Korea. This paper consider optical characteristics and maintenance factors as well as LID of Luminaires in designing roadway lighting. Consideration of maintenance factors that are neme specified according to LDD(Luminaire Dirt Depreciation), LLD(Lamp Lumen Depreciation), AADT(Average Annual Daily Traffic) based on IESNA regulation. The analyzed optical characteristics are applied for stagger and cross roadway types with maintenance factors in the range of 0.51$\sim$1.00 and equipment factor of 0.9.

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야간 도로조명에서 가로수의 배치가 조명품질에 미치는 영향에 관한 시뮬레이션 연구 (A Study on the Effect of Roadside Trees' Layout Affecting Lighting Quality on Roadways by Simulation Approach)

  • 이종성;이석준
    • 대한안전경영과학회지
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    • 제13권1호
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    • pp.51-58
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    • 2011
  • The uniformity of lighting distribution on the roadway is essential factor for drivers and pedestrians's safety during nighttime in urban streets. Also, the importance of roadside trees is one of the growing concern for better citizens' health and mitigating environmental impact on the urban street. But roadway lightings and roadside trees have different design or planting standards and they are not integrated in the systemic viewpoint for better safety of users during nighttime. The purpose of this study is to propose a simulation approach which assesses lighting quality in the view of illumination uniformity distribution of roadway lighting from design step and consider the layout of roadside trees. For improving lighting quality of roadway, simulation approach is needed for assessing the impact of diverse planting situation of trees and encouraged from beginning of design step for roadway construction.

동절기 차량의 등판가능성 지표 구축 방안 (A Preliminary Study on Developing a Trafficability Index of Vehicles in Wintertime)

  • 정연식;신강원
    • 대한토목학회논문집
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    • 제33권4호
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    • pp.1611-1617
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    • 2013
  • 동절기 도로구간에서 차량의 운행가능성 혹은 등판 가능성 정보는 교통 운영에 매우 중요한 요소이다. 특히, 빙설 구간을 운행할 경우 차량과 노면의 마찰력은 차량의 유형, 도로 기하구조의 특성 및 노면의 특성에 따라 다양하게 나타난다. 일반적으로 노면 결빙(적설)구간에서 트럭과 같은 후륜구동 차량은 전륜구동이나 4륜 구동 차량보다 마찰력이 낮으며, 갑작스런 강설시 이러한 차량의 무리한 도로 운행은 도로의 대규모 혼잡을 발생시키는 주요 원인으로 알려져 왔다. 따라서 도로의 기하구조 및 노면 특성과 차량의 유형에 기반한 실시간 도로 등판가능성 지표의 구축은 동절기 차량 및 도로의 운영 가능성 판단에 기반이 될 것으로 판단되다. 이러한 배경 하에 본 연구는 동절기 도로의 기하구조 및 노면 특성과 차량의 유형에 따른 도로의 운행가능성 지표를 구축방향을 제시하고자 하였다. 비록 제시된 지표는 국내 도로와 차량을 통해 구축된 결과는 아니지만, 향후 동절기 도로 및 차량 운영을 위한 지표 수립의 연구에 유용하게 활용될 것으로 기대된다.

제주시 도로조명 실태조사 및 모델링 (Modeling and Actual Investigation of Roadway Lighting in Jejusi)

  • 오성보;김일환;이상근
    • 조명전기설비학회논문지
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    • 제20권7호
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    • pp.1-5
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    • 2006
  • 도로조명은 차량 운전자와 보행자에게 장애물을 신속 정확히 그리고 편안하게 볼 수 있는 도로의 야간 주위환경을 제공한다. 또한 밤에 도로설비 이용을 원활하게 함은 물론 교통의 흐름을 향상시켜 교통안전을 증진시키는데 목적을 두고 있다. 이 논문은 제주시내 중심가 8개 도로의 등기구 설치현황을 실측조사 하였으며 조명기구 배열방식을 고려하여 4개 도로의 조도 실측을 통하여 수평면조도와 균제도를 기준치와 비교분석하였다. 이를 토대로 제주시 주요 도심지 상가 도로에 관한 시뮬레이션으로 도로조명의 적합한 모델을 제시하였다.

Research on no coal pillar protection technology in a double lane with pre-set isolation wall

  • Liu, Hui;Li, Xuelong;Gao Xin;Long, Kun;Chen, Peng
    • Geomechanics and Engineering
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    • 제27권6호
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    • pp.537-550
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    • 2021
  • There are various technical problems need to be solved in the construction process of pre-setting an isolation wall into a double lane in the outburst prone mine. This study presents a methodology that pre-setting an isolation wall into a double lane without a coal pillar. This requires the excavation of two small section roadways to dig a wide section roadway, followed by construction of the separation wall. During this process the connecting lane is reserved. In order to ensure the stability of the separation wall, the required bearing capacity of the isolation wall is 4.66 MN/m and the deformation of the isolation wall is approximately 25 cm. To reduce the difficulty of implementing support the roadway is driven by 5 m/d. After the construction of the separation wall, the left side coal wall is brushed 1.5 m to make the width of the gas roadway reach 2.5 m and the roadway support utilizes anchor rod, ladder beam, anchor cable beam and net configuration. During construction, the concrete pump and removable self-propelled hydraulic wall mold are used to pump and pour the concrete of the isolation wall. In the process of mining, the stress distribution of coal body and isolation wall is detected and measured on site. The results demonstrate that the deformation of the surrounding rock of roadway and separation of roof in the roadway is small. The stress of the bolt and anchor cable is within equipment tolerance validating their selection. The roadway is well supported and the intended goal is achieved. The methodology can be used for reference for similar mine gas control.

제주시 도로조명 실태조사 및 모델링 (Modeling and Actual Investigation of Roadway Lighting in Jejusi)

  • 이상근;오성보;김덕구
    • 한국조명전기설비학회:학술대회논문집
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    • 한국조명전기설비학회 2005년도 학술대회 논문집
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    • pp.147-150
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    • 2005
  • Fixed lighting of public ways for both vehicles and pedestrians can create a nighttime environment in which people see comfortably and can quickly and accurately identify objects on the roadway being travelled roadway lighting can improve traffic safety, achieve efficient traffic movement and promote the general use of the facility during darkness. The design of a roadway lighting system involves consideration of visibility, economics, esthetics, safety and environmental conditions. This paper describe estimation of horizontal illuminance by actual measurement at main streets in Jejusi. We try to evaluate Jejusi Roadway Lighting Conditions for modeling by computer simulation.

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Dynamic analysis of rigid roadway pavement under moving traffic loads with variable velocity

  • Alisjahbana, S.W.;Wangsadinata, W.
    • Interaction and multiscale mechanics
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    • 제5권2호
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    • pp.105-114
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    • 2012
  • The study of rigid roadway pavement under dynamic traffic loads with variable velocity is investigated in this paper. Rigid roadway pavement is modeled as a rectangular damped orthotropic plate supported by elastic Pasternak foundation. The boundary supports of the plate are the steel dowels and tie bars which provide elastic vertical support and rotational restraint. The natural frequencies of the system and the mode shapes are solved using two transcendental equations, obtained from the solution of two auxiliary Levy's type problems, known as the Modified Bolotin Method. The dynamic moving traffic load is expressed as a concentrated load of harmonically varying magnitude, moving straight along the plate with a variable velocity. The dynamic response of the plate is obtained on the basis of orthogonality properties of eigenfunctions. Numerical example results show that the velocity and the angular frequency of the loads affected the maximum dynamic deflection of the rigid roadway pavement. It is also shown that a critical speed of the load exists. If the moving traffic load travels at critical speed, the rectangular plate becomes infinite in amplitude.