• Title/Summary/Keyword: Highways

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SIMULATED ANNEALING FOR LINEAR SCHEDULING PROJECTS WITH MULTIPLE RESOURCE CONSTRAINTS

  • C.I. Yen
    • International conference on construction engineering and project management
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    • 2007.03a
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    • pp.530-539
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    • 2007
  • Many construction projects such as highways, pipelines, tunnels, and high-rise buildings typically contain repetitive activities. Research has shown that the Critical Path Method (CPM) is not efficient in scheduling linear construction projects that involve repetitive tasks. Linear Scheduling Method (LSM) is one of the techniques that have been developed since 1960s to handle projects with repetitive characteristics. Although LSM has been regarded as a technique that provides significant advantages over CPM in linear construction projects, it has been mainly viewed as a graphical complement to the CPM. Studies of scheduling linear construction projects with resource consideration are rare, especially with multiple resource constraints. The objective of this proposed research is to explore a resource assignment mechanism, which assigns multiple critical resources to all activities to minimize the project duration while satisfying the activities precedence relationship and resource limitations. Resources assigned to an activity are allowed to vary within a range at different stations, which is a combinatorial optimization problem in nature. A heuristic multiple resource allocation algorithm is explored to obtain a feasible initial solution. The Simulated Annealing search algorithm is then utilized to improve the initial solution for obtaining near-optimum solutions. A housing example is studied to demonstrate the resource assignment mechanism.

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MAINTENANCE COST ANALYSIS FOR LARGE HOSPITAL BUILDINGS

  • Sy-Jye Guo;Tzu-Ping Lo
    • International conference on construction engineering and project management
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    • 2009.05a
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    • pp.310-315
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    • 2009
  • Large hospitals such as medical centers provide not only medical services, but also carry the responsibilities for emergency refuges, medical researches and education. The function of large hospitals is as important as other infrastructure systems such as highways, bridges, and utilities. When disasters occur, the hospitals have to provide emergency medical services for victims and support the patient's needs of health. In order to keep a smooth operation of hospitals, the maintenance management of hospital buildings should be carefully investigated. However, there are few researches focused on maintenance management issues of hospital buildings. This paper investigated the National Taiwan University Hospital (NTUH) and established a maintenance cost database. The NTUH is the best-known and most high-renowned medical center in Taiwan in which more than 4,000 employees serving approximately 2,000 in-patients and 7,000 out-patients daily. The data were collected from the NTUH which consisted of 16,228 maintenance records in the past ten years. This paper analyzed these data to obtain various characteristics of maintenance records, and revealed the key items of maintenance cost for large hospital buildings, which can provide the facility manager of hospital buildings to execute a proper maintenance policy for hospital buildings.

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PPI (PRIVATE PARTICIPATION IN INFRASTRUCTURE) STATUS OF SOC (SOCIAL OVERHEAD CAPITALS) AND ITS IMPROVEMENT IN KOREA

  • Sugk-Yong Yoon ;Sung-Won Kim
    • International conference on construction engineering and project management
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    • 2005.10a
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    • pp.353-359
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    • 2005
  • The infrastructure in korea has been improved drastically since July 7th, 1970 which was the first highway completed date in Korea (Seoul-Pusan). This is one of the major factors for the competitiveness of a country. Now the total length of highway in Korea is more than 2000km. However Korea is 11th in the trade volume in the world, the SOC level of Korea is around 20th at most in the world (IMD 2004). The infrastructure in Korea comparing other developed countries is far below, which gives the impact of cost of goods, even twice expensive in transporting goods through highways, railways and ports etc. Now the government budget is gradually spending more for welfare and health care side. The most of additional expense of welfare is increasing rather than SOC budget is decreasing or staying as it is as 2003. The government may think that the level of SOC is enough in point of view of preference input of budget such as welfare and health care etc. However the SOC level in Korea is far form the competitiveness of the country. The main points of this paper is to show that where Korea is in point of SOC level to go for developed country, and what to do to facilitate BOT, BTO and BTL projects. Korean government has tried to improve the practice of PPI (Private Participation of Infrastructure) with the Act on Private Capital Inducement in 1994 and the Act on Private Investment in 1997.

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Utilization of SAR Data for Baseline Environmental Studies of Central Cebu Island, Philippines ? Phase 1

  • Lituanas, Michael B.;Salvador, Jerry Hervacio G.
    • Proceedings of the KSRS Conference
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    • 2003.11a
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    • pp.981-983
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    • 2003
  • The Remote Sensing Group of the Mines and Geosciences Bureau (MGB) has acquired SAR data of the Central Cebu Island for its research study area. The MGB is one of the proponent of DOST-NASA PACRIM II Project, which is composed of eleven (11) agencies and institutions in the Philippines, that focuses on the scientific application of radar data with the theme on hazard and natural resources management. The PACRIM II Project, being done on three-year term, is slated for completion in the year 2004. The main thrust of the project study of the MGB is the baseline environmental monitoring studies, on which the data are to be fused with some other available data from LandSAT and photogrammetry. The generated data is part of the information for the update of thematic mapping being done. The 12 ${\times}$ 60 km swath AirSAR data covers the Central Cebu Island. The highlights of conducting this research project are: Extent of Watershed Basin boundaries - identification of the tributaries that drain water supply to the metropolitan area; Monitoring of the mountain highways - identification of landslide risk prone sites as part of natural hazard monitoring on a national highway that cuts along the mountainous areas; and Coastline change assessment - monitoring the coastline activities relative to the rapid urbanization and exposure as part of coastal management. The Phase 1 of this report discusses the fusion with the ArcView generated data as baseline studies on the monitoring activities.

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A study on the causes of pollution sources in highways and rest areas (고속도로 및 휴게소 발생 오염원 원인 분석 연구)

  • Hong, Eunmi;Choi, Hyo-Jeong;Ahn, Yong-BIn;Jeong, Gi-Eun;Kim, Ui-Seok
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.496-496
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    • 2022
  • 차량 운행이 많은 고속도로, 주차장, 교량 등의 불투수 면적에서 발생하는 비점오염 물질은 차량에서 발생하는 배기가스와 연료, 부품 등이 비강우시 노면에 축적된 후 강우시 유출되는 특징을 가진다. 고속도로 휴게소의 경우 넓은 부지에 주차장이 위치하고, 대부분 불투수면으로 설계되었으며 차량이용대수에 따라 수질오염물질, 중금속 등이 축적되어 강우시 초기에 다량의 오염물질이 유출되는 특징을 가진다. 특히, 휴게소 노면 배출지점에서 강우시 약간의 탁수 유입과 함께 유기물, 영양염류의 농도가 다소 높았으며, 중금속은 주로 Pb, Cu, Zn의 농도가 높게 나타나는 것으로 연구 되었다. 본 연구는 고속도로 휴게소에서 발생하는 오염물질의 특성을 파악하기 위해 실시하였다. 휴게소 및 고속도로 인근에서 평시 발생하는 오염원의 차량 기인 여부를 판단하기 위해 비강우시 고속도로 노면 및 휴게소 오염원 배출 지점에서 토사 및 입자 샘플링을 실시하였으며, 이를 통해 입자에 흡착된 중금속 오염도 및 차량기인 여부를 판단하였다. 본 연구를 통해 고속도로 휴게소에서의 초기강우시 오염물질 처리방안 계획 수립시 기초자료로 활용할 수 있을 것으로 기대한다.

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Exploring Long-Term Performance in Design-Build Best-Value Evaluation Criteria

  • Calahorra-Jimenez, Maria;Poore, Tanner
    • International conference on construction engineering and project management
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    • 2022.06a
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    • pp.74-82
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    • 2022
  • Improving long-term performance in highway projects is an imperative goal for public administrations. Project delivery and procurement methods might provide an opportunity to align design and construction processes with this goal. Previous studies have explored whether project delivery methods impact the long-term performance of highway projects. However, these studies did not focus specifically on how core elements within the procurement might relate to long-term performance. Thus, this research aims to fill this gap by exploring to what extent and how long-term evaluation criteria are considered in design-build best-value procurement of highway projects. To this end, content analysis was conducted on 100 projects procured between 2009 and 2019 by 19 DOTs across the U.S. The analysis of 365 evaluation criteria found that (1) roughly 11% of them related to long-term performance. (2) The weight given to these criteria in the overall technical proposal was lower than 30%. (3) Sixty-five percent (65%) of long-term evaluation criteria focused on design while 15% related to materials and technology, respectively. The results of this study are a first steppingstone to initiate a deep exploration of the relationship between procurement practices and actual project performance. Currently, with sustainability and life cycle assessments being top concerns in infrastructure projects, this line of research might be of particular interest to DOTs and highway agencies across the U.S. and worldwide.

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The Effect of Real-time Traffic Information System Relieving Traffic Congestion

  • Kang, Ho Jun;Moon, Tae Nam;Lee, Kang Hyeok;Song, Young Do;Shin, Do Hyoung
    • International conference on construction engineering and project management
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    • 2015.10a
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    • pp.652-653
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    • 2015
  • This study investigates the effect of real-time traffic information on the traffic flows in Korea. Recently, the development of smartphones has made it easier to use the route guidance service based on real-time traffic information. By the Big Data analysis in the study, it was found that the number of postings on the web community sites increased sharply in 2010 and 2011 when the smartphones spread widely. In the analysis of the traffic speeds by time, the average traffic speeds for morning and evening rush hours on weekdays from 2009 to 2014 of the 142 sections in the 6 national highways in Gyeonggi-do, Korea were used. From the results of the analysis, it was found that the percentage of the number of sections with the improved traffic flows increased greatly in 2012 compared to 2011. The findings of the study indicate the effect of the real-time traffic information on improving traffic flows.

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Capacity-spectrum push-over analysis of rock-lining interaction model for seismic evaluation of tunnels

  • Sina Majidian;Serkan Tapkin;Emre Tercan
    • Earthquakes and Structures
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    • v.26 no.5
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    • pp.327-336
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    • 2024
  • Evaluation of tunnel performance in seismic-prone areas demands efficient means of estimating performance at different hazard levels. The present study introduces an innovative push-over analysis approach which employs the standard earthquake spectrum to simulate the performance of a tunnel. The numerical simulation has taken into account the lining and surrounding rock to calculate the rock-tunnel interaction subjected to a static push-over displacement regime. Elastic perfectly plastic models for the lining and hardening strain rock medium were used to portray the development of plastic hinges, nonlinear deformation, and performance of the tunnel structure. Separately using a computational algorithm, the non-linear response spectrum was approximated from the average shear strain of the rock model. A NATM tunnel in Turkey was chosen for parametric study. A seismic performance curve and two performance thresholds are introduced that are based on the proposed nonlinear seismic static loading approach and the formation of plastic hinges. The tunnel model was also subjected to a harmonic excitation with a smooth response spectrum and different amplitudes in the fully-dynamic phase to assess the accuracy of the approach. The parametric study investigated the effects of the lining stiffness and capacity and soil stiffness on the seismic performance of the tunnel.

Disintegration process and micro mechanism of mudstone under dry-wet cycles

  • Ji Chen;Ruyu Huang;Xinyu Luo;Xin Liao;Qiang Tang
    • Geomechanics and Engineering
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    • v.36 no.1
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    • pp.9-18
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    • 2024
  • With the rapid development of highways and railways, series of traffic safety issues emerged because of mudstone disintegration. To research on the mechanism and further guarantee the stability and safety of transportation infrastructure built on or near mudstone formations, the mudstone disintegration test of mudstone was carried out based on mudstone and sandy mudstone. The element types, cementation characteristics and pore characteristics of the tested specimens were studied by means of Scanning Electron Microscopy (SEM), X-ray Diffraction (XRD) and Image Pro Plus (IPP). The disintegration index of mudstone was approximately 1%, and even some specimens were difficult to be calculated, while the disintegration index of sandy mudstone is approximately 8.7%. According to the results, the two mudstones belong to grade II and III disintegration respectively, of which the sandy stone presents more extensive disintegration than mudstone. This phenomenon was distinguished that, the clay minerals of mudstone are approximately 25% more abundant than those of sandy mudstone, and the unit pore area is 20 ㎛2 larger, which result in different microstructure and water absorption capacities. In the liquid phase, the ions in the mudstone specimens were exchanged and combined with water molecules in the environment during the whole disintegration process. This results in continuous spalling and fragmentation of clay minerals, the emergence of secondary fractures, and the deepening of primary fractures.

Identification Method for Hazardous Road Sections Based on Black Spot Distribution (교통사고잦은곳 발생분포를 활용한 개선사업 구간선정 방안)

  • Kim, Sang-Ook;Ahn, Seong-Chae;Choi, Kee-Choo;Chang, Il-Joon
    • Journal of Korean Society of Transportation
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    • v.26 no.3
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    • pp.67-74
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    • 2008
  • Even though the efficiency of a point based black spot improvement project has been low, none of solid methodology, which is based on section not point, and is considered as one of the promising substitute, has not been come up with yet. Thus, this research aims at proposing the adequate length of a hazardous section and a method to set segment length over which the project needs to be performed on rural highways by analyzing the distances from project-conducted sites to new black spots in the following year and distances between project needed but not conducted sites and new black spots in the following year. According to the analysis, the probability of being a new black spot near the project conducted intersection is higher than that of a non-conducted intersection within 2km, however, no strong relationships between project types and distance distribution have been found. Based on those findings, a method to determine the target segment including adjacent black spots within 2 kilometers-range was proposed.