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Calculation model and analysis for lay-by spacing in highway tunnel

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Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Tunnel lay-by spacing is directly related to traffic safety and engineering investment. Nevertheless, its mechanism is not clear, and the rationality of the exiting norms with respect to tunnel lay-by spacing needs to demonstrate. A calculation model for tunnel lay-by spacing was derived by considering the headway and the physical kinematics of the two vehicles chasing and encountering. With it, the influence of various parameters on lay-by spacing were analysed and the rationality of the model were discussed through comparing with existing norms. Results shows longitudinal gradient rate, daily average traffic flow, rolling resistance coefficient, posted speed limit are significant to determine the lay-by spacing, and the most important parameter is longitudinal gradient rate. Existing tunnel lay-by spacing norm values are not reasonable enough, either too strict or too loose. These findings provide scientific support for how to select tunnel lay-by spacing value, which can improve tunnel traffic safety and make engineering investment reasonable.
Rocznik
Strony
347--357
Opis fizyczny
Bibliogr. 25 poz., il., tab.
Twórcy
autor
  • Chongqing Jiaotong University, School of Civil Engineering, State key laboratory of mountain bridge and tunnel engineering, Chongqing, China
autor
  • Chongqing Jiaotong University, School of Civil Engineering, Chongqing Rail Transit (Group) Co., Ltd, Chongqing, China
Bibliografia
  • [1] L.J. Chen, B. Liang, “Seismic dynamic response analysis of intersection zone of emergency parking area with main tunnel in high-intensity earthquake region”, Railway Engineering, 2014, no. 7, pp. 51-54; DOI: 10.3969/j.issn.1003-1995.2014.07.15.
  • [2] P. Weisenpacher, L. Valasek, “Computer simulation of airflows generated by jet fans in real road tunnel by parallel version of FDS 6”, The International Journal of Ventilation, 2021, vol. 20, no. 1, pp. 20-33; DOI: 10.1080/14733315.2019.1698164.
  • [3] R. Kunc, S. Omerovic, M. Ambroz, I. Prebil, “Comparative study of European tunnel emergency-stop-area-wall protection measures”, Accident Analysis and Prevention, 2014, vol. 63, pp. 9-21; DOI: 10.1016/j.aap.2013.10.020.
  • [4] E. Tomasch, S.F. Heindl, G. Gstrein, W. Sinz, H. Steffan, “Assessment of the effectiveness of different safety measures at tunnel lay-bys and portals to protect occupants in passenger cars”, Infrastructures, 2021, vol. 6, no. 6; DOI: 10.3390/infrastructures6060081.
  • [5] QQ News, “Break-down vehicle stagnated in tunnel for 20 minutes”. [Online] Available: https://new.qq.com/ [Accessed: 13. Nov. 2021].
  • [6] R.T.O. Committee, Road tunnels manual-strategy and general design, Technical report. PIARC, 2019.
  • [7] D.G. Cai, F. Ye, “Arrangement of lay-bys of long and big highway tunnel”, in National Conference on Highway Tunnels. Taiyuan, China, 2003, pp. 182-185.
  • [8] S.P. Wang, “An analysis of freeway tunnel emergency parking strip effect on traffic safety”, M.A. thesis, Chongqing Jiaotong University, China, 2013.
  • [9] Directive 2004/54/EC of the European parliament and of the council of 29 April 2004 on minimum safety requirements for tunnels in the Trans-European Road Network. Official Journal of the European Union, L167/39, April 30, 2004.
  • [10] T.C.R.T. Operation, Lay-bys and protection against lateral obstacles - Current practices in Europe, 2016R16EN - Technical Report. PIARC, 2016.
  • [11] CETU dossier pilote des tunnels. Standard France, 1990. ISBN 2.11.084737-9.
  • [12] Road tunnels. Standard Norway, 2004. ISBN 82-7207-540-7.
  • [13] NFPA 502-2020 Standard for road tunnels, bridges, and other limited access highways. Standard USA, 2020.
  • [14] C.J. Hung, J. Monsees, N. Munfah, J. Wisniewski, Technical manual for design and construction of road tunnels-civil elements, FHWA-NHI-0-034 - Technical Report. NHI, 2009.
  • [15] K. Thompson, Best practices for roadway tunnel design, construction, maintenance, inspection, and operations, NCHRP Project 20-68A - Technical Report. NCHRP, 2011.
  • [16] JTG 3370.1-2018 Specifications for design of highway tunnels section 1 civil engineering. Standard China, 2018.
  • [17] Kyushu Local Development Bureau, The essentials of civil engineering design part iii road part 3-chapter design. Tokyo Kyushu Local Development Bureau Press, 2011.
  • [18] H. Mashimo, “State of the road tunnel safety technology in Japan”, Tunneling and Underground Space Technology, 2002, vol. 17, no. 2, pp. 145-152; DOI: 10.1016/S0886-7798(02)00017-2.
  • [19] X.H. Li, “Mathematical calculation of the coasting distance”, Changhe tech, 1990, no. 2, pp. 15-17.
  • [20] Y.G. Wang, X.Y. Luo, “Analyzing rear-end crash severity for a mountainous expressway in China via a classification and regression tree with random forest approach”, Archives of Civil Engineering, 2021, vol. 67, no. 4, pp. 591-604; DOI: 10.24425/ace.2021.138520.
  • [21] Y. Naito, T. Nagatani, “Effect of headway and velocity on safety-collision transition induced by lane changing in traffic flow”, Physica A: Statistical Mechanics and its Applications, 2012, vol. 391, no. 4, pp. 1626-1635; DOI: 10.1016/j.physa.2011.09.020.
  • [22] Z.S. Yu, Automobile theory. China Machine Press, 2018.
  • [23] GB1589-2016 Limits of dimensions, axle load and masses for motor vehicles, trailers and combination vehicles. Standard China, 2016.
  • [24] JTG B05-2015 Specifications for highway safety audit. Standard China, 2015.
  • [25] JTG D20-2017 Design specification for highway alignment. Standard China, 2018.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-021011d2-9939-4c0d-a105-9b6dc4774ad3
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