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侧风环境下考虑行车安全的路堤风速场研究
引用本文:胡朋,潘晓东. 侧风环境下考虑行车安全的路堤风速场研究[J]. 重庆交通大学学报(自然科学版), 2013, 32(1): 54-57,62
作者姓名:胡朋  潘晓东
作者单位: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
基金项目:国家自然科学基金项目(51278361);山东交通学院科研基金项目(Z201014)
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

Study on Embankment Wind Velocity Field Considering Driving Safety in Cross Wind
Hu Peng , Pan Xiaodong. Study on Embankment Wind Velocity Field Considering Driving Safety in Cross Wind[J]. Journal of Chongqing Jiaotong University, 2013, 32(1): 54-57,62
Authors:Hu Peng    Pan Xiaodong
Affiliation:1.School of Civil Engineering,Shandong Jiaotong University,Ji’nan 250032,Shandong,China;2.School of Transportation Engineering,Tongji University,Shanghai 201804,China)
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.
Keywords:highway engineering  driving safety  field test and simulation  wind velocity field  cross wind
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