中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2013, Vol. 32 ›› Issue (1): 54-57.DOI: 10.3969/j.issn.1674-0696.2013.01.13

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Study on Embankment Wind Velocity Field Considering Driving Safety in Cross Wind

Hu Peng1,Pan Xiaodong2   

  1. 1.School of Civil Engineering,Shandong Jiaotong University,Ji’nan 250032,Shandong,China; 2.School of Transportation Engineering,Tongji University,Shanghai 201804,China
  • Received:2012-03-28 Revised:2012-08-24 Online:2013-02-15 Published:2015-03-12

侧风环境下考虑行车安全的路堤风速场研究

胡朋1,潘晓东2   

  1. 1.山东交通学院土木工程学院,山东济南250023;2.同济大学交通运输工程学院,上海201804
  • 作者简介:胡朋(1976—),男,山东沂南人,副教授,博士,主要从事路基路面工程、道路安全与环境方面的研究。E-mail:eimhp@163.com。
  • 基金资助:
    国家自然科学基金项目( 51278361) ; 山东交通学院科研基金项目( Z201014)

Abstract: In order to research the wind velocity field of embankment,infinite element models were built and wind velocity field of different height embankment was simulated. Field testing methods were also employed to measure wind velocity and the simulation results were verified. Wind velocity area which affected driving safety was calculated. The results show that the higher the embankment is,the higher the local area wind velocity is,especially in windward shoulder and travel lane. The results also provide theory bases for driving safety in cross wind.

Key words: highway engineering, driving safety, field test and simulation, wind velocity field, cross wind

摘要: 为研究侧风环境下路堤风速场,建立了有限元模型,对不同高度路基风速场进行了仿真分析; 现场实测了侧风 环境下的路基风速变化规律,验证了仿真结果的正确性。提出了影响行车安全的计算风速区域。结果表明: 路基越 高局部风速的增强就越大,上风侧路肩和行车道风速增强最明显,对行车安全影响越大。研究结果提供了侧风环境 下高大路堤行车安全的理论基础。

关键词: 道路工程, 行车安全, 现场实验和仿真, 路堤风速场, 侧风

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