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Journal articles on the topic 'Highway 1'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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1

Díaz-Báñez, J. M., M. Korman, P. Pérez-Lantero, and I. Ventura. "The 1-median and 1-highway problem." European Journal of Operational Research 225, no. 3 (March 2013): 552–57. http://dx.doi.org/10.1016/j.ejor.2012.09.028.

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2

Díaz-Báñez, J. M., M. Korman, P. Pérez-Lantero, and I. Ventura. "The 1-Center and 1-Highway problem revisited." Annals of Operations Research 246, no. 1-2 (January 26, 2015): 167–79. http://dx.doi.org/10.1007/s10479-015-1790-z.

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3

Romana, Manuel, Marilo Martin-Gasulla, and Ana T. Moreno. "2 + 1 Highways: Overview and Future Directions." Advances in Civil Engineering 2018 (September 2, 2018): 1–13. http://dx.doi.org/10.1155/2018/2705716.

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Most of the rural transportation system is composed of two-lane highways, and many of them serve as the primary means for rural access to urban areas and freeways. In some highways, traffic volumes can be not high enough to justify a four-lane highway but higher than can be served by isolated passing lanes, or can present high number of head-on collisions. In those conditions, 2 + 1 highways are potentially applicable. This type of highway is used to provide high-performance highways as intermediate solution between the common two-lane highway and the freeway. Successful experiences reported in Germany, Sweden, Finland, Poland, or Texas (US) may suggest that they are potentially applicable in other countries. The objective of this white paper is to provide an overview of the past practice in 2 + 1 highways and discuss the research directions and challenges in this field, specially focusing on, but not limited to, operational research in association with the activities of the Subcommittee on Two-Lane Highways (AHB40 2.2) of the Transportation Research Board. The significance of this paper is twofold: (1) it provides wider coverage of past 2 + 1 highways design and evaluation, and (2) it discusses future directions of this field.

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4

Leigh, J. Paul, and Harold M. Waldon. "Unemployment and Highway Fatalities." Journal of Health Politics, Policy and Law 16, no. 1 (1991): 135–56. http://dx.doi.org/10.1215/03616878-16-1-135.

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5

Honegger, G. "NATIVE PLAYWRIGHT: TOMSON HIGHWAY." Theater 23, no. 1 (December 1, 1992): 88–92. http://dx.doi.org/10.1215/01610775-23-1-88.

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6

Ashley, Steven. "Smart Cars and Automated Highways." Mechanical Engineering 120, no. 05 (May 1, 1998): 58–62. http://dx.doi.org/10.1115/1.1998-may-1.

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This article illustrates the development and use of intelligent vehicles and automated highways to solve the increasing traffic problem. Small networks of computers installed in vehicles and along selected roadways could closely coordinate vehicles and harmonize traffic flow, maximizing highway capacity and passenger safety. A driver electing to use such an automated highway might first pass through a validation lane, similar to today's high-occupancy-vehicle (HOV) or carpooling lanes. The system would then determine if the car will function correctly in an automated mode, establish its destination, and deduct any tolls from the driver's credit account. The article also highlights that basic to the automated-highway schemes are computer simulations to indicate that such systems may be the least expensive way to increase highway throughput. The California Partners for Advanced Transit and Highways (PATH) Program at the University of California has developed the technology whereby magnets buried at intervals in the roadbed would be sensed by magnetometers in vehicles, providing a way to monitor their location and velocity.

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7

Guralnick, Sidney A., Eric S. Suen, and Christian Smith. "Automating Inspection of Highway Pavement Surfaces." Journal of Transportation Engineering 119, no. 1 (January 1993): 1–12. http://dx.doi.org/10.1061/(asce)0733-947x(1993)119:1(1).

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8

Alvarez, Luis, Roberto Horowitz, and Perry Li. "Traffic Flow Control in Automated Highway Systems 1." IFAC Proceedings Volumes 30, no. 8 (June 1997): 65–70. http://dx.doi.org/10.1016/s1474-6670(17)43802-x.

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9

Hiller, Frank. "Off-highway is going electric." ATZoffhighway worldwide 11, no. 2 (June 2018): 54. http://dx.doi.org/10.1007/s41321-018-0015-1.

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10

Huang, Xinjiang, Stephanie Fong, Linda Deanovic, and Thomas M. Young. "TOXICITY OF HERBICIDES IN HIGHWAY RUNOFF." Environmental Toxicology and Chemistry 24, no. 9 (2005): 2336. http://dx.doi.org/10.1897/04-174r.1.

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11

Mayer, T., Q. Rochfort, J. Marsalek, J. Parrott, M. Servos, M. Baker, R. McInnis, A. Jurkovic, and I. Scott. "Environmental characterization of surface runoff from three highway sites in Southern Ontario, Canada: 1. Chemistry." Water Quality Research Journal 46, no. 2 (May 1, 2011): 110–20. http://dx.doi.org/10.2166/wqrjc.2011.035.

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Highway runoff is a significant source of contaminants entering many freshwater systems. To provide information on effects of highway runoff on aquatic biota, runoff samples were collected from three sites representing different classes of highways with low, intermediate and high traffic intensities. Samples were analysed for chloride, trace metals and polycyclic aromatic hydrocarbons (PAHs). Runoff from a major multilane divided highway, with the highest traffic intensity, contained the highest levels of chloride (45–19,135 mg/L) and metals. Runoff solids from this highway contained the highest levels of PAHs (19.7–2142 mg/kg). PAHs were also high (9.83–237 mg/kg and 26.4–778 mg/kg) at the intermediate and low traffic intensity sites, respectively. High concentrations of potent mutagens and carcinogens such as benzo(a)pyrene (0.414–124.62 μg/g) and indeno-pyrene (0.549–50.597 μg/g) were measured in the particulate phase of all runoff samples. Chloride concentrations of winter and early spring runoff were significantly higher (P < 0.001, t = 2.66) than during the rest of the year. Levels of contaminants depended on traffic intensity, road condition (age, composition, maintenance), the condition of metal structures (drains, guardrails, etc.) and seasonal conditions. A companion paper discusses spatial and temporal aspects of contaminant-associated toxicity of highway runoff.

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12

Zhang, Quan, Wei Zhou, and Hui Ying Wen. "The Management Cost Forecasted of Retaking Expired Operating Highway Based on the Grey Model GM (1,1)." Advanced Materials Research 490-495 (March 2012): 1664–69. http://dx.doi.org/10.4028/www.scientific.net/amr.490-495.1664.

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For retaking expired operating highway, in order to maintain and enhance the normal operation condition of the highway, we still need continue to operate on highway management and maintenance, relevant departments must also be accurately measure the highway management cost. The paper is on the basis of the analysis of the construction of expired operating highway cost, builds expired operating highway’s management cost prediction model based on the grey model GM (1, 1), and examples verify the effectiveness of the model.

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13

Hutchinson, Bruce G. "Large‐Truck Properties and Highway Design Criteria." Journal of Transportation Engineering 116, no. 1 (January 1990): 1–22. http://dx.doi.org/10.1061/(asce)0733-947x(1990)116:1(1).

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14

Khan, Sarosh I., Stephen G. Ritchie, and Karl Kampe. "Integrated System to Develop Highway Rehabilitation Projects." Journal of Transportation Engineering 120, no. 1 (January 1994): 1–20. http://dx.doi.org/10.1061/(asce)0733-947x(1994)120:1(1).

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15

Horowitz, Roberto. "Automated Highway Systems: The Smart Way to Go 1." IFAC Proceedings Volumes 30, no. 8 (June 1997): 449–60. http://dx.doi.org/10.1016/s1474-6670(17)43863-8.

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16

Zhang, Xingzhi, and Gang Hu. "1/fnoise in a two-lane highway traffic model." Physical Review E 52, no. 5 (November 1, 1995): 4664–68. http://dx.doi.org/10.1103/physreve.52.4664.

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17

Dubik, M., and M. H. Rathore. "Vaccines: My Way or the Highway?" AAP Grand Rounds 15, no. 1 (January 1, 2006): 2–3. http://dx.doi.org/10.1542/gr.15-1-2.

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18

Sameer, Yasmeen Mohammed, Adil N. Abed, and Khamis Naba Sayl. "Highway route selection using GIS and analytical hierarchy process case study Ramadi Heet rural highway." Journal of Physics: Conference Series 1973, no. 1 (August 1, 2021): 012060. http://dx.doi.org/10.1088/1742-6596/1973/1/012060.

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19

Kim, Karl, and Ned Levine. "Using GIS to improve highway safety." Computers, Environment and Urban Systems 20, no. 4-5 (July 1996): 289–302. http://dx.doi.org/10.1016/s0198-9715(96)00022-1.

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20

Fayard, Alain. "Analysis of Highway Concession in Europe." Research in Transportation Economics 15 (January 2005): 15–28. http://dx.doi.org/10.1016/s0739-8859(05)15002-1.

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21

Radzi, A. R., R. A. Rahman, S. I. Doh, and M. Esa. "Construction readiness parameters for highway projects." IOP Conference Series: Materials Science and Engineering 712 (January 3, 2020): 012029. http://dx.doi.org/10.1088/1757-899x/712/1/012029.

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22

P, Guru Raju, Hemant Kumar, and Amit K. Verma. "Black Cotton Soil in Highway Construction *." HELIX 10, no. 1 (February 29, 2020): 144–48. http://dx.doi.org/10.29042/2020-10-1-144-148.

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23

Gendell, David S., and Allen Masuda. "Highway Specifications: Link to Quality." Journal of Professional Issues in Engineering 114, no. 1 (January 1988): 17–26. http://dx.doi.org/10.1061/(asce)1052-3928(1988)114:1(17).

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24

Crabtree, B., P. Dempsey, I. Johnson, and M. Whitehead. "The development of an ecological approach to manage the pollution risk from highway runoff." Water Science and Technology 59, no. 3 (February 1, 2009): 549–55. http://dx.doi.org/10.2166/wst.2009.876.

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In the UK, the Highways Agency is responsible for operating, maintaining and improving the strategic road network in England. One focus of the Highways Agency's ongoing research into the nature and impact of highway runoff is aimed at ensuring that the Highways Agency will meet the requirements of the EU Water Framework Directive. A research programme, undertaken in partnership with the Environment Agency, is in progress to develop a better understanding of pollutants in highway runoff and their ecological impact. The paper presents the outcome of a study to: (1) monitor pollutants in highway runoff under different climate and traffic conditions; (2) develop standards to assess potential ecological risks from soluble pollutants in highway runoff; and (3) develop a model to predict pollutant concentrations in highway runoff. The model has been embedded in a design tool incorporating risk assessment procedures and receiving water standards for soluble and insoluble pollutants—the latter has been developed elsewhere in another project within the research programme. The design tool will be used to support improved guidance on where, and to what level, treatment of runoff is required for highway designers to manage the risk of ecological impact from highway runoff.

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25

Zhou, Zhibin, Xinwen Xu, Jiaqiang Lei, and Shengyu Li. "Ecological stability of Tarim Desert Highway shelterbelt." Chinese Science Bulletin 51, S1 (June 2006): 153–60. http://dx.doi.org/10.1007/s11434-006-8220-1.

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26

Cartes, Pablo, Alondra Chamorro, and Tomás Echaveguren. "Seismic risk evaluation of highway tunnel groups." Natural Hazards 108, no. 2 (May 12, 2021): 2101–21. http://dx.doi.org/10.1007/s11069-021-04770-1.

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27

Kanaroglou, Pavlos S., William P. Anderson, and Aleksandr Kazakov. "Economic impacts of highway infrastructure improvements Part 1. Conceptual framework." Journal of Transport Geography 6, no. 3 (September 1998): 203–10. http://dx.doi.org/10.1016/s0966-6923(98)00012-x.

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28

AHN, HEE-KAP, HELMUT ALT, TETSUO ASANO, SANG WON BAE, PETER BRASS, OTFRIED CHEONG, CHRISTIAN KNAUER, HYEON-SUK NA, CHAN-SU SHIN, and ALEXANDER WOLFF. "CONSTRUCTING OPTIMAL HIGHWAYS." International Journal of Foundations of Computer Science 20, no. 01 (February 2009): 3–23. http://dx.doi.org/10.1142/s0129054109006425.

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For two points p and q in the plane, a straight line h, called a highway, and a real v > 1, we define the travel time (also known as the city distance) from p and q to be the time needed to traverse a quickest path from p to q, where the distance is measured with speed v on h and with speed 1 in the underlying metric elsewhere. Given a set S of n points in the plane and a highway speed v, we consider the problem of finding a highway that minimizes the maximum travel time over all pairs of points in S. If the orientation of the highway is fixed, the optimal highway can be computed in linear time, both for the L1- and the Euclidean metric as the underlying metric. If arbitrary orientations are allowed, then the optimal highway can be computed in O(n2 log n) time. We also consider the problem of computing an optimal pair of highways, one being horizontal, one vertical.

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29

Huang, Bei Lei, and Xian Liang. "Application on Monitoring the Earthen Roadbed Filling of Highway with Engineering Materials." Advanced Materials Research 648 (January 2013): 178–81. http://dx.doi.org/10.4028/www.scientific.net/amr.648.178.

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The quality of highway roadbed construction which affects the overall performance of highway is the most important to the highway construction. The roadbed is the crucial part of highway engineering. Its stability directly restricts the process of the highway roadbed construction, quality and the engineering costs, and relates to the security of people's lives and property, and to the regional economic development. And the roadbed soft foundation treatment is the key to construction of subgrade, usually by apply pad chemical fiber non-woven fabrics, geotextile, glass fiber grating way to deal with soft foundation. This article is to analyze the monitoring data of the highway roadbed engineering and to study the process and means of highway roadbed monitoring[1]. Actually, it helps and guides us to deal with the highway’s soft foundation significantly.

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30

Mollard, Philippe J. "Internet: speed controls on the super highway." American Journal of Orthodontics and Dentofacial Orthopedics 111, no. 2 (February 1997): 241–42. http://dx.doi.org/10.1016/s0889-5406(97)70219-1.

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31

Kokovkin, V. V., O. V. Shuvaeva, and V. F. Raputa. "The regularities of the highway vicinities contamination." Journal of Aerosol Science 31 (September 2000): 526–27. http://dx.doi.org/10.1016/s0021-8502(00)90539-1.

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32

Lambe, Robert A., and Richard C. Smardon. "Commercial highway landscape reclamation: A participatory approach." Landscape Planning 12, no. 4 (January 1986): 353–85. http://dx.doi.org/10.1016/0304-3924(86)90003-1.

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33

Ge, Yong Gang, Qiang Zou, Jian Qiang Zhang, and Xiao Jun Guo. "Hazards on Dujiangyan-Wenchuan Highways Induced by Catastrophic Debris Flows on July 10 2013 and Prevention." Applied Mechanics and Materials 501-504 (January 2014): 2463–72. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.2463.

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After the Wenchuan Earthquake on May 12 2008, the highways from Dujiangyan to Wenchuan, a crucial passage from Chengdu to Sichuan Western Plateau and Gansu province, are always seriously endangered by landslides, debris flows and their following hazards. Hundreds of debris flows from watersheds, gullies and slopes on July 10 2013 produced fatal hazards and destruction on the Highway G213 and the Express Highway from Yingxiu to Wenchuan. The debris flows are characterized by numerous-occurrence, large flux (645~2238m3/s) and large magnitude (5~126×104m3) as well as the hazard chain process which is composed of debris flow, dammed lake and outburst flood. The highways were seriously destructed and blocked in 16 sites, which were induced by 6 collapsed bridges, 3 submerged bridges, 3 buried tunnel entrances, 1 site collapsed highway base and 7 sites buried highway base or bridges, and the traffic was completely interrupted. Based on analyzing the destruction modes of highways, it was found that the large-scale and potential debris flows and the irrational location of some sections, vulnerable protection measures and low resistant capability of highways against debris flows were responsible for huge highway destructions. Considering the active debris flows in the future at least 5~10 years, it was strongly suggested that potential debris flow identification, integrated management of disastrous watershed, dangerous road line altering, increasing and strengthening protection constructions at dangerous section and improving highway reconstruction standard should be carried out for highway protection and traffic security.

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34

Chen, Su Hua, Jun Peng Hu, and Jian Ming Ding. "3D Animation Applications in Highway Design." Advanced Materials Research 341-342 (September 2011): 878–82. http://dx.doi.org/10.4028/www.scientific.net/amr.341-342.878.

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Traditionally, highway engineers use pencil and ruler to lay out lines and curves over contour maps for highway geometry design. Numerous calculations of stopping sight distance, minimum turning radius, and curve alignments are required during the design process to ensure safety, to minimize economic and environmental impact, and to reduce construction costs. Engineers usually perform iterative computations manually during the design process to meet design criteria and environmental constraints. The traditional process of highway geometry design is cumbersome and time consuming. The traditional approach limits engineers from taking a broader perspective in the overall highway geometry design process. Current method of three dimensional (3D) has nothing to do with highway design process. CARD/1 was developed to enhance the learning experience for highway engineers. This tool allows engineers to design the highway efficiently and to modify the design easily. A 3D highway geometry model can be generated by the software at final design to allow engineers to place themselves in the driver’s seat and maneuver through the designed highway at maximum design speed. Some key technologies of highway design with 3D-animaion based on CARD/1 was discussed in this paper.

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35

Golias, John, and Dimitrios Tsamboulas. "Macrolevel Estimation of Highway Lane Usage." Journal of Transportation Engineering 121, no. 1 (January 1995): 40–49. http://dx.doi.org/10.1061/(asce)0733-947x(1995)121:1(40).

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36

Kanellaidis, George. "Human Factors in Highway Geometric Design." Journal of Transportation Engineering 122, no. 1 (January 1996): 59–66. http://dx.doi.org/10.1061/(asce)0733-947x(1996)122:1(59).

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37

Hassan, Y., S. M. Easa, and A. O. Abd El Halim. "Design Considerations for Combined Highway Alignments." Journal of Transportation Engineering 123, no. 1 (January 1997): 60–68. http://dx.doi.org/10.1061/(asce)0733-947x(1997)123:1(60).

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38

Zuraski, Patrick D. "Continuous‐Beam Analysis for Highway Bridges." Journal of Structural Engineering 117, no. 1 (January 1991): 80–99. http://dx.doi.org/10.1061/(asce)0733-9445(1991)117:1(80).

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39

Brown, Ray E., P. S. “Ken” Kandhal, Dah Yinn Lee, and K. Wayne Lee. "Significance of Tests for Highway Materials." Journal of Materials in Civil Engineering 8, no. 1 (February 1996): 26–40. http://dx.doi.org/10.1061/(asce)0899-1561(1996)8:1(26).

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40

Whitney, M. W., I. E. Harik, J. J. Griffin, and D. L. Allen. "Barge Collision Design of Highway Bridges." Journal of Bridge Engineering 1, no. 2 (May 1996): 47–58. http://dx.doi.org/10.1061/(asce)1084-0702(1996)1:2(47).

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41

Ohrn, L. Greg, and Cliff Schexnayder. "Performance-Related Specifications for Highway Construction." Journal of Construction Engineering and Management 124, no. 1 (January 1998): 25–30. http://dx.doi.org/10.1061/(asce)0733-9364(1998)124:1(25).

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42

MUNEHIRO, Kazunori, Tetsuya TAKADA, Tateki ISHIDA, and Takeshi MATSUDA. "PERFORMANCE EVALUATION OF “2+1 LANE” HIGHWAY IN HOKKAIDO." Journal of Japan Society of Civil Engineers, Ser. D3 (Infrastructure Planning and Management) 72, no. 5 (2016): I_1339—I_1347. http://dx.doi.org/10.2208/jscejipm.72.i_1339.

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43

XIONG, Wei, and Qing-Quan LI. "Prerequisite to 1-Connected Vehicular Ad Hoc Networks in Highway Scenarios." Journal of Software 21, no. 11 (January 28, 2011): 2906–19. http://dx.doi.org/10.3724/sp.j.1001.2010.03681.

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44

Pointner, Norbert J. "A HIGHWAY IN THE LANDSCAPE—1-70 THROUGH GLENWOOD CANYON, COLORADO." Impact Assessment 11, no. 2 (June 1993): 203–7. http://dx.doi.org/10.1080/07349165.1993.9725754.

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45

Norris, Darrell A. "INTERSTATE HIGHWAY EXIT MORPHOLOGY: NON-METROPOLITAN EXIT COMMERCE ON 1-75." Professional Geographer 39, no. 1 (February 1987): 23–32. http://dx.doi.org/10.1111/j.0033-0124.1987.00023.x.

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46

Liu, Ji, and Zhiping P. Pang. "Glucagon-like peptide-1 drives energy metabolism on the synaptic highway." FEBS Journal 283, no. 24 (July 1, 2016): 4413–23. http://dx.doi.org/10.1111/febs.13785.

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47

Kittelson, D. B., W. F. Watts, J. P. Johnson, M. L. Remerowki, E. E. Ische, G. Oberdörster, R. M. Gelein, et al. "On-Road Exposure to Highway Aerosols. 1. Aerosol and Gas Measurements." Inhalation Toxicology 16, sup1 (January 2004): 31–39. http://dx.doi.org/10.1080/08958370490443024.

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48

Mahanpoor, Mohammad, Saeed Monajjem, and Vahid Balali. "Sustainable Highway Maintenance: Optimization of Existing Highway Vertical Alignment Considering Pavement Condition." Sustainability 11, no. 6 (March 19, 2019): 1659. http://dx.doi.org/10.3390/su11061659.

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Any change in the geometric configuration of the existing road affects other dependent elements such as travel time, fuel consumption, and existing pavement. This paper quantifies these effects and finds an optimum geometric configuration. Three separate models are developed in this research: (1) the travel time model which predicts vehicles flow speed on the specified geometric condition, traffic composure, and evaluates the imposed costs to the road users; (2) the fuel consumption model, which estimates needed propulsive force and anticipated fuel for vehicles passing through the road; and (3) the pavement rehabilitation cost model considering two main constraints of existing pavement condition and project line elevation. The developed pavement rehabilitation model proposes the best solution for pavement rehabilitation practice and computes associated costs. Particle Swarm Optimization (PSO) is used to find the optimum solution in a minimization problem search space. The proposed model is applied to a real-world case study. Results show that there is an extremely less tendency for change, even with the existence of adverse geometric conditions, when there is a relatively good pavement condition. In the case of deteriorated pavement conditions, economic justification for geometric modification is required.

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49

Tan, S. L., M. R. Kabit, and O. A. Johnson. "An evaluation of highway crash-prone areas: A case study on Pan Borneo Highway in the state of Sarawak." IOP Conference Series: Materials Science and Engineering 1101, no. 1 (March 1, 2021): 012016. http://dx.doi.org/10.1088/1757-899x/1101/1/012016.

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50

Jafari, Navid H., Anand Puppala, Burak Boluk, Jack A. Cadigan, Sayantan Chakraborty, Tejo Bheemasetti, and Jordan E. Pleasant. "Predicting the Performance of Highway Embankment Slopes." MATEC Web of Conferences 271 (2019): 02007. http://dx.doi.org/10.1051/matecconf/201927102007.

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Resilience of transportation infrastructure, such as highway embankments, is critical to avoiding commuter delays and costly repairs. The majority of highway embankments in Louisiana and Texas are in marginal condition because the high-plasticity clays that are used during construction will moisten with time to significantly lower strengths. The ring shear tests demonstrate that the Gamez and Stark [1] empirical correlations are applicable to Texas and Louisiana soils. The soil water retention curves at each site were fitted to the Van Genuchten model [2]. For example, the air entry values vary from 0.013 to 0.053 kPa-1 in Louisiana and from 0.008 to 0.01 kPa-1 in Texas. The implications of this wide range of air entry values is that the matric suction pressure required to saturate and desaturate controls the pore-water pressure build-up during a rainfall event.

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