李文权,王炜,周荣贵.高速公路合流区1车道车头时距分布特征[J].公路交通科技,2003,20(1):114-117.LI Wen-quan,WANG Wei,ZHOU Rong-gui.Headwaycharacteristics of lane 1 on expressway merge area[J].Journal of Highway and Transportation Research andDevelopment,2003,20(1):114-117.(in Chinese)
[2]
KIM J T,KIM J,CHANG M.Development of a lanechanging gap acceptance model for merging on freeway[C]∥The 83rd Annual Meeting of the Transportation ResearchBoard.Washington DC:Transportation Research Board,2004.
[3]
KIM S G,SON Y T.Development of a new merge capacitymodel the effect of ramp flow on the merge capacity[C]∥The81rd Annual Meeting of the Transportation Research Board.Washington DC:Transportation Research Board,2002.
[4]
赵春,王炜,李文权.主路不同流量条件下入口匝道通行能力研究[J].公路交通科技,2005,122(2):82-85.ZHAO Chun,WANG Wei,LI Wen-quan.Research onon-ramp capacity in different traffic of main lane[J].Journal of Highway and Transportation Research andDevelopment,2005,122(2):82-85.(in Chinese)
[5]
臧晓冬,周伟.城市快速路互通立交合流区车头时距分布特性[J].北京工业大学学报,2010,36(7):961-965.ZANG Xiao-dong,ZHOU Wei.Time headway distributioncharacteristics of merging area on urban expresswayinterchanges[J].Journal of Beijing University ofTechnology,2010,36(7):961-965.(in Chinese)
[6]
裴玉龙,高晗.城市快速路匝道连接段车头时距分布模型[J].交通与计算机,2007,25(5):4-7.PEI Yu-long,GAO Han,Headway distribution model inurban freeway[J].Traffic and Computer,2007,25(5):4-7.(in Chinese)
[7]
李文权,王炜,邓卫,等.高速公路加速车道上车辆的汇入模型[J].中国公路学报,2002,15(2):95-98.LI Wen-quan,WANG Wei,DENG Wei,et al.Mergingmodel of vehicle on freeway acceleration lane[J].ChinaJournal of Highway and Transport,2002,15(2):95-98.(in Chinese)
[8]
李文权,王炜,李铁柱,等.高速公路加速车道上车辆的汇入特征分析[J].东南大学学报:自然科学版,2002,32(2):252-255.LI Wen-quan,WANG Wei,LI Tie-zhu,et al.Characteristics analyses of merges on freeway accelerationlane[J].Journal of Southeast University:Natural ScienceEdition,2002,32(2):252-255.(in Chinese)
[9]
邵长桥,荣建.加速车道长度计算模型及其影响因素[J].北京工业大学学报,2008,34(1):72-75.SHAO Chang-qiao,RONG Jian.Research on model ofcomputing acceleration lane length and analysis of itsinfluence factors[J].Journal of Beijing University ofTechnology,2008,34(1):72-75.(in Chinese)
[10]
杨晓芳,付强,张红军.入口匝道衔接区域交通流运行机理解析[J].同济大学学报:自然科学版,2008,36(12):1652-1655.YANG Xiao-fang,FU Qiang,ZHANG Hong-jun.Operation mechanism of traffic flow in join area ofexpressway and on-ramp[J].Journal of TongjiUniversity:Natural Science,2008,36(12):1652-1655.(in Chinese)
[11]
智永锋,张骏,史忠科.高速公路加速车道长度设计与车辆汇入模型研究[J].中国公路学报,2009,22(2):93-97.ZHI Yong-feng,ZHANG Jun,SHI Zhong-ke.Researchon design of expressway acceleration lane length andmerging model of vehicle[J].China Journal of Highwayand Transport,2009,22(2):93-97.(in Chinese)
[12]
何小洲,过秀成,吴平,等.高速公路施工区交通特性分析[J].公路,2005,12(12):110-115.HE Xiao-zhou,GUO Xiu-cheng,WU Ping,et al.Analyses of traffic characteristics of expressway workzones[J].Highway,2005,12(12):110-115.(inChinese)
[13]
钟连德,李秀文,侯德藻,等.公路施工区限速措施效果评价研究[J].公路,2010,3(3):176-180.ZHONG Lian-de,LI Xiu-wen,HOU De-zao,et al.Research on evaluation of speed reduction measures inhighway work zone[J].Highway,2010,3(3):176-180.(in Chinese)