杨朋.高模量沥青及其混合料特性研究[D].广州:华南理工大学,2012.Yang Peng.Characteristics of asphalt mixture and high modulus[D].Guangzhou:South China University of Technology,2012.
[2]
NFP98-140-Couches Dassises:Enrobes a Module Eleve(EME)[S].Association Franais de Normalisation(AFNOR),Paris,LaDefense,1999.
[3]
AASHTO 2002,Guide for the Design of New and Rehabilitated Pavements Pavements[S].
[4]
Maria Espersson.Effect in the high modulus asphalt concrete with the temperature[J].Construction and Building Materials,2014,70:638-643.
[5]
Silvino Dias Capitao,Luis Picado-Santos.Assessing permanent deformation resistance of high modulus asphalt mixtures[J].Journal of Transportation Engineering,2006,(5):394-400.
[6]
陆晶晶.橡胶沥青性能影响因素与改性机理研究[D].西安:长安大学,2010.Lu Jingjing.Performance influence factors mechanism of rubber asphalt.[D].Xi’an:Chang’an University,2010.
[7]
李丽丽.高掺量橡胶沥青技术研究[D].重庆:重庆大学,2011.Li Lili.Research on high dosage of crumb rubber modified asphalt[D].Chongqing:Chongqing University,2011.
[8]
Zhu F,Zhang M.Analysis of HiMA popularization and application for African[J].Hwy Eng,2009,34(6):94-98.
[9]
Montanelli Eng Filippo,srl Iterchimica.Fiber/polymeric compound for high modulus polymer modified asphalt(PMA)[J].Procedia-Social and Behavioral Sciences,2013,104:39-48.
[10]
Abo-Qudais S,Shatnawi I.Prediction of bituminous mixture fatigue life based on accumulated strain[J].Construction and Building Materials,2007,21(6):1370-1376.
