高速公路互通立交变速车道长度及安全间距研究_OpenScirbe Publishing

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Home > Urban and Rural Studies > 2025 No.23 > 高速公路互通立交变速车道长度及安全间距研究

高速公路互通立交变速车道长度及安全间距研究

Author(s)：
漆凌

Publication Title：

Urban and Rural Studies 2025 No.23

Affiliations：
杭州市城建设计研究院有限公司深圳分公司

DOI：
10.12254/j.issn.2096-6539.2025.23.054

Abstract：
为了保证高速公路互通立交行车安全，本文根据车辆汇入主线最外侧车道的概率计算加速车道长度、通过控制车辆驶入出口匝道的速度来确定减速车道长度。随后，基于车道变换理论计算了相邻互通立交之间安全间距，研究成果可为互通立交设计提供依据。

Keywords：
高速公路；互通立交；加速车道；减速车道；安全净距

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[1] 漆凌.高速公路互通立交变速车道长度及安全间距研究[J].Urban and Rural Studies,2025(23),. https://doi.org/10.12254/j.issn.2096-6539.2025.23.054

城镇建设

Urban and Rural Studies

Language: 中文

CN：10-1589/TU

ISSN：2096-6539

Publication Frequency: 半月刊

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