WOOD T J,WATSON M,OLSON R C,et al.Preventive Maintenance Best Management Practices of Hot Mix Asphalt Pavements[R].St Paul:Minnesota Department of Transportation,2009.
[2]
王朝辉,王丽君,白军华,等.基于时段的沥青路面预防性养护时机与对策一体优化研究[J].中国公路学报,2010,23(5):27-34. WANG Chao-hui,WANG Li-jun,BAI Jun-hua,et al.Research on Integration Optimization of Asphalt Pavement Preventive Maintenance Timing and Countermeasures During Period[J].China Journal of Highway and Transport,2010,23(5):27-34.
[3]
PESHKIN D G,HOERNER T E,ZIMMERMAN K A.Optimal Timing of Pavement Preventive Maintenance Treatment Applications[R].Washington DC:Transportation Research Board,2004.
[4]
董瑞琨.基于老化的沥青路面预防性养护时机[D].上海:同济大学,2005. DONG Rui-kun.Timing of Asphalt Pavement Preventive Maintenance Based on Aging[D].Shanghai:Tongji University,2005.
[5]
GLOVER C J,DAVISON R R,DOMKE C H,et al.Development of a New Method for Assessing Asphalt Binder Durability with Field Validation[R].Alexandria:National Technical Information Service,2005.
[6]
LIN J T,GUO P D,WU S P,et al.Effect of Rejuvenator Sealer Materials on the Properties of Aged Asphalt Binder[J].Journal of Materials in Civil Engineering,2013,25(7):829-835.
[7]
VAN DE VEN M F C,JEMERE Y,MOLENAAR A A A,et al.Ageing Prediction of Porous Asphalt[C]//WU S P,MO L T.Proceedings of Second International Conference on Sustainable Construction Materials:Design,Performance,and Application.Wuhan:Wuhan University of Technology,2012:305-317.
[8]
LIU M.The Effects of Asphalt Fractional Composition on Properties[D].College Station:Texas A&M University,1996.
[9]
HAGOS E T.The Effect of Aging on Binder Properties of Porous Asphalt Concrete[D].Delft:Delft University of Technology,2007.
[10]
KING G N,KING H.Spray-applied Surface Seal:Fog and Rejuvenator Seals[C]//TRB.Proceedings of Transportation Research Board 87th Annual Meeting.Washington DC:TRB,2008:1-21.(上接第18页)
[11]
张翛,胡圣能,赵鸿铎,等.连续配筋混凝土路面裂缝间距特性[J].交通运输工程学报,2013,13(4):1-7. ZHANG Xiao,HU Sheng-neng,ZHAO Hong-duo,et al.Characteristic of Crack Spacing for Continuously Reinforced Concrete Pavement[J].Journal of Traffic and Transportation Engineering,2013,13(4):1-7.
[12]
丁爱玲,焦李成.基于支撑矢量机的路面破损识别[J].长安大学学报:自然科学版,2007,27(2):34-37. DING Ai-ling,JIAO Li-cheng.Automation of Recognizing Pavement Surface Distress Based on Support Vector Machine[J].Journal of Chang'an University:Natural Science Edition,2007,27(2):34-37.
[13]
赵轲.路面裂缝图像自动识别系统研究[D].西安:长安大学,2009. ZHAO Ke.The Design and Research of Pavement Crack Identification System[D].Xi'an:Chang'an University,2009.
[14]
李刚,贺昱曜.不均匀光照的路面裂缝检测和分类新方法[J].光子学报,2010,39(8):1405-1408. LI Gang,HE Yu-yao.A Novel Image Detection and Classification for Pavement Crack Under Non-uniform Illumination[J].Acta Photonica Sinica,2010,39(8):1405-1408.
[15]
LI Qing-quan,ZOU Qin,LIU Xiang-long.Pavement Crack Classification via Spatial Distribution Features[J].EURASIP Journal on Advances in Signal Processing,2011,2011:1-12.
孙奥.路面病害图像自动分类方法研究[D].南京:南京理工大学,2008. SUN Ao.Study of Automated Classification Methods of Pavement Distress Images[D].Nanjing:Nanjing University of Science and Technology,2008.
[18]
SUK T,FLUSSER J.Combined Blur and Affine Moment Invariants and Their Use in Pattern Recognition[J].Pattern Recognition,2003,36(12):2895-2907.
[19]
STERN A,KRUCHAKOV I,YOAVI E,et al.Recognition of Motion-blurred Images by Use of the Method of Moments[J].Applied Optics,2002,41(11):2164-2171.
