岳雷, 王慧, 杜豫川, 姚红云. 基于安全性分析的山区公路弯坡组合路段设计指标研究[J]. 工程力学, 2019, 36(11): 158-167. DOI: 10.6052/j.issn.1000-4750.2018.12.0652
引用本文: 岳雷, 王慧, 杜豫川, 姚红云. 基于安全性分析的山区公路弯坡组合路段设计指标研究[J]. 工程力学, 2019, 36(11): 158-167. DOI: 10.6052/j.issn.1000-4750.2018.12.0652
YUE Lei, WANG Hui, DU Yu-chuan, YAO Hong-yun. MOUNTAIN HIGHWAY DESIGN INDEXES OF ASSEMBLE SECTION OF FLAT AND VERTICAL CURVE BASED ON SAFETY ANALYSIS[J]. Engineering Mechanics, 2019, 36(11): 158-167. DOI: 10.6052/j.issn.1000-4750.2018.12.0652
Citation: YUE Lei, WANG Hui, DU Yu-chuan, YAO Hong-yun. MOUNTAIN HIGHWAY DESIGN INDEXES OF ASSEMBLE SECTION OF FLAT AND VERTICAL CURVE BASED ON SAFETY ANALYSIS[J]. Engineering Mechanics, 2019, 36(11): 158-167. DOI: 10.6052/j.issn.1000-4750.2018.12.0652

基于安全性分析的山区公路弯坡组合路段设计指标研究

MOUNTAIN HIGHWAY DESIGN INDEXES OF ASSEMBLE SECTION OF FLAT AND VERTICAL CURVE BASED ON SAFETY ANALYSIS

  • 摘要: 我国当前设计方法对于山区公路,尤其是弯坡组合路段安全性考虑不足。基于车辆在弯坡组合路段行驶的安全性分析,以事故临界状态为限制条件建立弯坡组合路段安全模型。基于安全模型计算讨论了大小代表车型下,弯坡组合路段最小半径、最大坡长等关键设计指标受车路参数的影响及变化规律,利用Carsim仿真软件对变化规律进行了一致性验证,验证了该安全模型的有效性。根据安全模型及仿真计算结果,弯坡组合路段最小半径值与设计车速、路段坡度成正比,与路段超高、横向附着系数值成反比;弯坡组合路段最大坡长值与道路滚动阻力系数、滑移率成正比,与设计车速、路段坡度,以及车型大小成反比,但总体受超高值影响较小。进一步计算分析了考虑车辆实际运行车速下的弯坡组合路段设计指标阈值,并指出对于弯坡组合路段应尽可能采取小纵坡并增大最小半径值,以提高山区公路弯坡组合路段安全水平。

     

    Abstract: The safety of mountain highways is not considered enough by current design methods in China, especially for the design of combination of flat and vertical curve. This paper establishes a safety model based on the analysis of vehicle driving safety on the assemble section of flat and vertical curve, taking the critical state of accident as the limit. The influences of various factors on the design indexes are discussed based on the safety model. The Carsim simulation software is used to verify the change trend and the effectiveness of the security model. The safety model calculations and simulations show that the minimum radius is proportional to the driving speed and the highway gradient, and is inversely proportional to the super-elevation and the lateral adhesion coefficient. The maximum slope length is proportional to the pavement rolling resistance coefficient and the slip ratio, inversely proportional to driving speed, highway gradient, and vehicle size, but not affected by the super-elevation. Furthermore, the thresholds of the design indexes of combination of flat and vertical curve considering the operating speed are calculated. Lower highway gradient and larger minimum radius compared to the norm value are recommended.

     

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