[1] JTJ 052—2000,公路沥青及沥青混合料试验规程[S].
[2]JTG D50—2006,公路沥青路面设计规范[S].
[3]俞茂宏.工程强度理论[M].北京:高等教育出版社,1999.
[4] Manuel J C M,Jorge C P.Predicting asphalt pavement temperature with a three-dimensional finite element method[R].Washington DC:Transportation Research Record,2005.
[5]汪海年,郝培文.沥青混合料微细观结构的研究进展[J].长安大学学报:自然科学版,2008,28(3):11-15.
WANG Hai-nian,HAO Pei-wen.Advances in microstructure study on asphalt mixture[J].Journal of Chang'an University:Natural Science Edition,2008,28(3):11-15.
[6]田 波,候 芸,杜二鹏,等.沥青混合料中骨架结构特征的评价[J].同济大学学报,2001,29(5):541-545.
TIAN Bo,HOU Yun,DU Er-peng,et al.Characteristic evaluation of coarse aggregate in hot mix of asphalt[J].Journal of Tongji University,2001,29(5):541-545.
[7]张争奇,李宁利,陈华鑫.改性沥青混合料拌和与压实温度确定方法[J].交通运输工程学报,2007,7(2):36-40.
ZHANG Zheng-qi,LI Ning-li,CHEN Hua-xin.Determining method of mixing and compaction temperatures for modified asphalt mixture[J].Journal of Traffic and Transportation Engineering,2007,7(2):36-40.
[8]王助贫,邵龙潭.三轴试验土样的端部影响问题研究[J].岩石力学,2003,24(3):363-368.
WANG Zhu-pin,SHAO Long-tan.Research on influence of end effect of soil specimens in triaxial tests[J].Rock and Soil Mechanics,2003,24(3):363-368.
[9]杨 德.试验设计与分析[M].北京:农业出版社,2002.
[10]黄志义,王金昌,朱向荣.含裂缝沥青混凝土路面的粘弹性断裂分析[J].中国公路学报,2006,19(2):18-23.
HUANG Zhi-yi,WANG Jin-chang,ZHU Xiang-rong.Viscoelastic fracture analysis of asphalt concrete pavement with cracks[J].China Journal of Highway and Transport,2006,19(2):18-23.
[11]Hartman A M,Gilchrist M D.Evaluating four-point bend fatigue of asphalt mix using image analysis[J].Journal of Materials in Civil Engineering,2004,16(1):60-68.