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YOU Ke-si, SUN Lu, GU Wen-jun. Reliability design theory and method of highway horizontal curve radius[J]. Journal of Traffic and Transportation Engineering, 2012, 12(6): 1-6. doi: 10.19818/j.cnki.1671-1637.2012.06.001
Citation: YOU Ke-si, SUN Lu, GU Wen-jun. Reliability design theory and method of highway horizontal curve radius[J]. Journal of Traffic and Transportation Engineering, 2012, 12(6): 1-6. doi: 10.19818/j.cnki.1671-1637.2012.06.001
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Reliability design theory and method of highway horizontal curve radius

doi: 10.19818/j.cnki.1671-1637.2012.06.001
  • 1.

    School of Transportation, Southeast University, Nanjing 210096, Jiangsu, China

  • 2.

    Department of Civil Engineering, The Catholic University of America, Washington DC 20064, USA

  • 3.

    Shanghai Municipal Engineering Design Institute(Group) Co., Ltd., Shanghai 200092, China

More Information
  • Author Bio:

    YOU Ke-si(1985-), male, doctoral student, +86-25-83796518, youkesi1@yahoocom.cn

    SUN Lu(1972-), male, professor, PhD, +86-25-83796518, sunl@cua.edu

  • Received Date: 2012-07-18
  • Publish Date: 2012-12-25
    Abstract
  • Vehicle running speed and pavement friction coefficient were considered as random variables. Two performance functions of vehicle skidding failures based on quality point model and considering roll motion were proposed, and the safety reliability of vehicle moving on curve road was analyzed. The skidding probability of each horizontal curve with limiting minimum radius recommended by Technical Standard of Highway Engineering (JTG B01—2003) was calculated, the failure probabilities of two performance functions were compared by varying pavement friction coefficient and vehicle running speed, and the reliability design flow of horizontal curve radius was presented. Analysis result indicates that skidding probability calculated by the performance function considering roll motion is larger than that calculated by quality point model, and truck is more vulnerable to skid than car on the same road environment. Vehicle is simplified as quality point, roll motion and vehicle type difference are ignored in the horizontal curve design, these are adverse to truck safety. 5 tabs, 6 figs, 17 refs.

     

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    • References(17)
  • [1]
    GLENNON J C, NEUMAN T R, LEISCH J E. Safety and operational considerations for design of rural highway curves[R]. Washington DC: FHWA, 1985.
    [2]
    CHOUEIRI E M, LAMM R, KLOECKNER J H, et al. Safety aspects of individual design elements and their inter-actions on two-lane highways: international perspective[J]. Transportation Research Record, 1994(1445): 34-46.
    [3]
    LAMM R, SMITH B L. Curvilinear alinement: an important issue for more consistent and safer road characteristic[J]. Transportation Research Record, 1994(1445): 12-21.
    [4]
    LEISCH J E, LEISCH J P. New concepts in design-speed application[J]. Transportation Research Record, 1977(631): 4-14.
    [5]
    ISMAIL K, SAYED T. Risk-based framework for accommodating uncertainty in highway geometric design [J]. Canadian Journal of Civil Engineering, 2009, 36(5): 743-753. doi: 10.1139/L08-146
    [6]
    NAVIN F P D. Safety factors for road design: can they be estimated?[J]. Transportation Research Record, 1990(1280): 181-189.
    [7]
    EASA S M. Reliability-based design of sight distance at railroad grade crossings[J]. Transportation Research Part A: Policy and Practice, 1994, 28(1): 1-15.
    [8]
    RICHL L, SAYED T. Evaluating the safety risk of narrow medians using reliability analysis[J]. Journal of Transportation Engineering, 2006, 132(5): 366-375. doi: 10.1061/(ASCE)0733-947X(2006)132:5(366)
    [9]
    EL KHOURY J, HOBEIKA A G. Assessing the risk in the design of passing sight distances[J]. Journal of Transportation Engineering, 2007, 133(6): 370-377. doi: 10.1061/(ASCE)0733-947X(2007)133:6(370)
    [10]
    SARHAN M, HASSAN Y. Three-dimensional, probabilistic highway design: sight distance application[J]. Transportation Research Record, 2008(2060): 10-18.
    [11]
    FELIPE E L. Reliability-based design for highway horizontal curves[D]. Vancouver: The University of British Columbia, 1996.
    [12]
    ZHENG Z R. Application of reliability theory to highway geometric design[D]. Vancouver: The University of British Columbia, 1997.
    [13]
    MCLEAN J R. Speeds on curves: side friction factor considerations[R]. Victoria: Australian Road Research Board, 1978.
    [14]
    FAMBRO D B, KOPPA R J, PICHA D L, et al. Driver braking performance in stopping sight distancesituations[J]. Transportation Research Record, 2000(1701): 9-16.
    [15]
    ANDJUS V, MALETIN M. Speeds of cars on horizontal curves[J]. Transportation Research Record, 1998(1612): 42-47.
    [16]
    OLSON P L, CLEVELAND D E, FANCHER P S, et al. Parameters affecting stopping sight distance[R]. Washington DC: Transportation Research Board, 1984.
    [17]
    LAMM R, PSARIANOS B, MAILAENDER T. Highway Design and Traffic Safety Engineering Handbook[M]. New York: McGraw-Hill Companies, 1999.
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