[1] AASHTO.A Policy on Geometric Design of Highways and Streets 2001[R].Washington DC:AASHTO,2001.
[2]KRAMMES R A,GARNHAM M A.Worldwide Review of Alignment Design Policies[C]//Transportation Research Board.The 1st International Sympo-sium on Highway Geometric Design Practices.Washington DC:Transportation Research Board,1998:1-17.
[3]JTG D20—2006,公路路线设计规范[S].
JTG D20—2006,Design Specification for Highway Alignment[S].
[4]慕 慧,杨少伟.公路弯坡路段线形设计[J].长安大学学报:自然科学版,2007,27(2):26-29.
MU Hui,YANG Shao-wei.Alignment Design of Curved Section of Highway[J].Journal of Chang'an University:Natural Science Edition,2007,27(2):26-29.
[5]张 韦华,魏 朗,彭绍勇.基于能量守恒原理的公路线形安全性评价[J].交通运输工程学报,2009,9(4):85-91.
ZHANG Wei,WEI Lang,PENG Shao-yong.Safety Evaluation of Road Alignment Based on Energy Conservation Law[J].Journal of Traffic and Transportation Engineering,2009,9(4):85-91.
[6]李 方.高等级公路平面线形设计若干问题[J].中国公路学报,1993,6(3):21-26.
LI Fang.Study on the Plan Alignment Design of High-grade Highway[J].China Journal of Highway and Transport,1993,6(3):21-26.
[7]蒋启平.道路新型缓和曲线的研究[J].中国公路学报,2002,15(2):16-18.
JIANG Qi-ping.Study of the New Types of Transition Curve of Road[J].China Journal of Highway and Transport,2002,15(2):16-18.
[8]张景涛,杨少伟,潘兵宏,等.基于可能速度的公路线形评价标准[J].长安大学学报:自然科学版,2008,28(2):40-43.
ZHANG Jing-tao,YANG Shao-wei,PAN Bing-hong,et al.Evaluating Standard of Highway Alignment Based on Possible Velocity[J].Journal of Chang'an University:Natural Science Edition,2008,28(2):40-43.
[9]杨少伟,张 驰,王海君,等.公路线形设计中的可能速度预测模型[J].长安大学学报:自然科学版,2008,28(2):36-39.
YANG Shao-wei,ZHANG Chi,WANG Hai-jun,et al.Prediction Model of Possible Velocity in Highway Alignment Design[J].Journal of Chang'an University:Natural Science Edition,2008,28(2):36-39.
[10]ZEGEER C V,STEWART J R,REINFURT D W,et al.Cost Effective Geometric Improvements for Safety Upgrading of Horizontal Curves[R].Mclean:FHWA,1991.
[11]ZEGEER C V,STEWART J R,STEWART J R,et al.Safety Effects of Geometric Improvements on Horizontal Curves[J].Transportation Research Record,1992(1356):11-19.
[12]HARWOOD D W,COUNCIL F M,HAUER E,et al.Prediction of the Expected Safety Performance of Rural Two-lane Highways[R].Georgetown:Federal Highway Administration,2000.
[13]STEWART D.The Case of the Left-hand Bend[J].The Highway Engineer,1977,24(6):12-14,17.
[14]TOM G K J.Accidents on Spiral Transition Curves[J].ITE Journal,1995,65(9):49-53.
[15]CHUDWORTH C J,STEWART D.A Remedy for Accidents at Bends[J].Traffic Engineering and Control,1990,31(2):88-93.
[16]PERCO P.Desirable Length of Spiral Curves for Two-lane Rural Roads[C]//Transportation Research Board.Proceedings of the 85th Transportation Research Board Annual Meeting.Washington DC:National Research Council,2006:1-8.
[17]HASAN M,SAYED T,HASSAN Y.Influence of Vertical Alignment on Horizontal Curve Perception:Effect of Spirals and Position of Vertical Curve[J].Canadian Journal of Civil Engineering,2005,32(1):204-212.
[18]徐 进,彭其渊,邵毅明,等.运行车速预测新方法及其应用[J].西南交通大学学报,2010,45(2):238-248.
XU Jin,PENG Qi-yuan,SHAO Yi-ming,et al.New Prediction Method of Operating Speed and Its Application to Highway Alignment Evaluation[J].Journal of Southwest Jiaotong University,2010,45(2):238-248.