• Title/Summary/Keyword: Road Construction

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Effect of Forest Road Network on Accessibility and Cost Reduction for Forest Operations (II) - Harvesting Operations - (임도 시설에 따른 접근성 개선 및 산림작업비용 절감효과(II) - 목재수확작업을 중심으로 -)

  • Hwang, Jin Seong;Ji, Byoung Yun;Kweon, Hyeongkeun;Jung, Do Hyun
    • Journal of Korean Society of Forest Science
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    • v.105 no.4
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    • pp.456-462
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    • 2016
  • This study was conducted to analyze the effect of forest road network on accessibility and cost reduction for forest operations before and after forest road construction by investigating harvesting operations in 5 regional Forest Services (8 management planning districts). The results showed that the accessible operation area within 500 m from forest roads or public roads increased about 3.5 times after the forest road construction. The average cost reduction was 308,000 won/km/year. According to the results, forest road had a great effect on improvement of accessibility and reduction effect of forest operation cost. Therefore, the policy for expansion of forest road should be continued for preparing of effective harvesting system.

Evaluation of Basic Properties of Methyl Methacrylate (MMA) as a Road Repair Material (Methyl Methacrylate(MMA)계 도로보수재의 기초 물성 평가)

  • Choi, Byung-Cheol;Kim, Gyu-Yong;Pyeon, Su-Jeong;Ji, Sung-Jun;Eu, Ha-Min;Nam, Jeong-Soo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.11a
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    • pp.109-110
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    • 2023
  • Domestic ultra-hard road repair materials require a lot of time before the road can be opened to traffic. Therefore, in this study, Methyl Methacrylate (MMA) based road repair material was used to improve the above problems. Furthermore, the basic physical properties of MMA-based pavement repair materials are examined to confirm their suitability in concrete pavements. For this study, two types of MMA road repair materials (A type and B type) were selected. Then, the curing of the test specimens prepared for painting was carried out under three conditions. The experimental items were viscosity (drop time) and drying time (set to touch, dry-hard). As a result of the experiment, viscosity (drop time) was faster in type A than in type B. The drying time results were as follows. In the case of set ti touch, both type A and type B dried in about 10 minutes regardless of the curing conditions. In the case of dry-hard, regardless of the curing conditions, A type dried longer than B type, but it dried faster than conventional road repair materials. Therefore, within the scope of this study, it is considered that A type has a high potential for utilization as a road repair material.

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Evaluation of Performance and Construction the New National Test Road Sites of Modified Asphalt (신설국도의 시험시공을 통한 표층용 개질 아스팔트 공용성 평가)

  • Cho, Gyu-Tae
    • International Journal of Highway Engineering
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    • v.4 no.3 s.13
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    • pp.43-49
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    • 2002
  • Asphalt pavements have to perform under the conditions of heavily-loaded vehicles due to the industrialization and large temperature variance between the summer and the winter. Due to these factors, a characteristics change of early permanent deformation becomes a big issue, and to remedy this problem many research to use modified asphalt are being widely conducted. However, most of the modified asphalt is being paved after milling the surface course and applying tackcoating, and it is being used mostly for the repair and maintenance purpose rather than pavement of new national road. The purpose of this investigation is to obtain some fundamental data for the evaluation of the performance and long-term performance of the construction material mixtures by the laboratory test and field experiments. For the field experiment, 200m of two-lanes national road, that is being paved for the new national road under the direction of Pusan Regional Construction Management Office, was paved with SBS PMA and PSMA asphalt mixtures, which are an modified asphalt mixtures used for the surface course, on top of the base course paved with other modified asphalt mixtures. The remaining section of the new national road was paved with dense grade mixture. The laboratory tests assessed and analyzed the mixture characteristics by Marshall's stability test, strength tests and wheel-tracking test. On the basis of the evaluation result of the temperature control and roughness of the newly constructed road at the field experiment site, it is desired to evaluate and identify the most economic modified asphalt mixtures by long-term performance evaluation and LCC(Life Cycle Cost) analysis in order to apply the test result to the design of new road construction in the future.

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A Study on the Improvement Plan of the Urban Area Using the Three-Dimensional Road System -Focus on Shinbashi·Toranomon area in Japan- (입체도로제도를 활용한 도심 정비방안에 관한 연구 -일본 신바시, 토라노몬 재개발사업을 중심으로-)

  • Baek, Seung-Kwan
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.11
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    • pp.213-223
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    • 2018
  • This study assessed the maintenance plan of the Shimbashi-Toranomon Development Area in Japan, which has recently been completed using the three-dimensional road system. In the main relevant law system, a three-dimensional road system, which enables the construction of buildings above and below the road, was applied. The specific construction regulations applying the financing power and knowledge of private business operators were applied. In the development district, city maintenance guidelines were established, and housing and shopping malls were regulated. This purpose was to promote change, unity of distance, effective use of land, and continuous urban revitalization with charm and vitality. The main features of the maintenance plan were accessibility and greenery, comfort and a sophisticated design, and a maintenance concept utilizing historical buildings and road space through the participation of local residents and the opinions of related committees. In addition, in the case of the construction of the upper and lower roads, the construction restrictions were relaxed, and the separation of the roads and the undergrounding of electric poles were promoted. The main aim was to improve the convenience of the residents and produce a pleasant road landscape.

Effect of Inadequate Design on Cost and Time Overrun of Road Construction Projects in Tanzania

  • Rwakarehe, Eradius E.;Mfinanga, David A.
    • Journal of Construction Engineering and Project Management
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    • v.4 no.1
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    • pp.15-28
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    • 2014
  • Completing road construction projects within the budget and time has been a problem for the Tanzania National Roads Agency (TANROADS); and the major problem highlighted in almost all projects being inadequate design. However, the extent to which inadequate design contributes to both time and cost overruns and its causes remained under-studied. The objective of this study is therefore to determine the extent of the effect of inadequate design, its causes and remedial measures. The methodology used in this study includes reviewing recent projects completion reports, holding roundtable discussions with consultants and TANROADS officials and analyzing the information. Cost and time overruns for the reviewed projects averaged 44% and 26% respectively. Similarly, the extents to which inadequate design contributes to cost and time overruns were on average found to be 61% and 85% respectively. The overruns are predominantly related to problems that occurred during the design process. To alleviate the problem, TANROADS is advised to improve the management of design projects, enhance the process of reviewing design reports, improve the design process including introducing Road Safety Audit and geometric design manuals, and increase staff to match the work-load.

A Consideration about Stability Investigation method of Failure Cut-Slope Covered by Vegetation (식생공이 시공된 붕괴절토사면의 안정성 검토기법에 관한 고찰)

  • Yoo, Ki-Jeong;Koo, Ho-Bon;Rhee, Jong-Hyun;Kim, Seung-Hyun
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.03a
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    • pp.725-730
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    • 2005
  • In case of the national roads which is opened in the past, there are carried out the expansion and improvement for enlargement of the traffic demand by industrial development and safety road operation to narrow of road width and serious change of the road alignment with effect of topography and graphical features of a mountain. A protection method using vegetation in the cut-slope has been constructed for harmony of ambient environment after cutting the slope recently. But it requires a study because the surface lose and the failure have been occurred in the large cut-slope which is covered by vegetation. In this study it was presented a countermeasure and examined a stability of contained uncertainty in the cut-slope according to the failure example of the cut-slope which is covered by vegetation. The additional research will be necessary against the development of the investigation technique which executes the stability investigation of the cut-slope which is covered by vegetation.

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A Study on Analyzing the Factors Affecting Environmental Loads in the Planning Stage of Korean National Highway Projects

  • Park, Jin-Young;Park, June-Seok;Kim, Myeong-Jin;Kim, Sang-Ryong;Kim, Byung-Soo
    • International conference on construction engineering and project management
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    • 2015.10a
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    • pp.508-512
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    • 2015
  • Carbon emission calculation guidelines provided by the Korean Ministry of Land, Infrastructure and Transportation (MOLIT) and existing environmental load assessment studies have suggested a method for estimating based on the volume determined after the design development. Therefore they are not being helpful in the decision making of the environmental economics of road facilities in the planning stage in which specific information on construction output volume is lacking. Based on literature analysis of existing studies and consultation from a group of construction environmental professionals, 12 types of property information considered to be related to environmental load were selected from an inventory of information that will be available in the road planning stage. In addition, multiple regression analysis was performed based on the environmental load computed through the life cycle assessment (LCA) of 40 national highway project cases of Korea to deduce five impact factors of environmental load in the road facilities planning stage.

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Optimal Demand for Road Investment (도로부문의 적정 투자규모 추정)

  • 김의준
    • Journal of the Korean Regional Science Association
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    • v.13 no.2
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    • pp.75-92
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    • 1997
  • This paper is concerned with an estimation of optimal investment of road sector in 1996-2005. The main method is a Computable General Equilibrium (CGE) Model for Korea in which the optimal solution is derived in a recursively dynamic path. The model is composed of three main modules: the supply, the demand and the price. In this paper, the investment demand for the road is optimized with subject to national economic growth and price inflation. If the annual inflation level and the economic growth rate during 1996-2005 are set to 4.5%-5.0% and 6.0%-6.5% respectively, the optimal demand for the road investment is estimated as 155.1-180.1 trillion Won or 3.33%-3.89% of the GDP for ten years. It implies that the additional increase of the road investment by 0.61%-1.15% of the GDP is required for sustainable economic development, since the share of the road investment in the GDP of the latest 5 years has stayed around 2.27%. However, it is necessary to reduce construction investments on housing as well as to promote private financing of the road in order to maximize an efficiency of resource allocation.

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Development of 3-axis Road Simulator (3축 로드 시뮬레이터 개발)

  • Choi, G.R.;Jeon, S.B.;Hwang, S.H.
    • Transactions of The Korea Fluid Power Systems Society
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    • v.5 no.3
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    • pp.15-22
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    • 2008
  • The road simulators have become common tools within the automotive industry for evaluation of vehicle and vehicle system durability performance. These simulators need appropriate input signal generation algorithms to realize the actual driving conditions due to non-linear vehicle and test rig behaviour. Although somewhat unconventional from a control standpoint, the iteration approach has proven to be a very effective method for control of complex, multiple degree-of-freedom systems where the tracking parameter is known a priori. In this paper, the road profile replication algorithm is verified by applying Belgian road to the developed road simulator. The simulation and experimental results are included to evaluate the performance of this simulator. This road simulator provides considerable savings in cost, development time, and testing risk during developing automotive components.

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Proper Estimating Method for Environmental Preservation Cost in Road Projects (도로공사 환경보전비의 적정 산출 방안)

  • Park, Ji-Sun;Lee, Sea-Hyun
    • Korean Journal of Construction Engineering and Management
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    • v.13 no.2
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    • pp.3-10
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    • 2012
  • The current enforcement regulation of "Construction Technology Management Act" prescribes calculation standard of environmental preservation cost in construction site. According to this standard, environmental preservation cost is calculated by using the quantity-per-unit costing method or applied fixed rate on direct cost. However, when calculated by using the quantity-per-unit costing method it is few items to put in the budget according to standard of construction estimate and in the case of using the fixed rate on direct cost it is not considering various characteristics of the construction site. Therefore, it is needed a improvement plan of estimating method and management system for environmental preservation cost. In this study, it surveyed the actual state of the environmental preservation cost according to magnitude of project, site location, anti-pollution facilities and etc. over 38 road projects. The research reported in this paper environmental preservation cost was variously distributed over construction sites. Thus it needs to estimating method and management system to consider characteristics of construction site for environmental preservation cost.