蒋应军,戴经梁.土工织物在道路工程防裂中的应用[J].长安大学学报:自然科学版,2007,27(4):18-22. JIANG Ying-jun,DAI Jing-liang.Application of geotextile in preventing reflection cracks in asphalt pavement[J].Journal of Chang'an University:Natural Science Edition,2007,27(4):18-22.
[3]
沙爱民.半刚性基层的材料特性[J].中国公路学报,2008,21(1):1-5. SHA Ai-min.Material characteristics of semi-rigid base[J].China Journal of Highway and Transport,2008,21(1):1-5.
[4]
王 艳,倪富健,马 翔.不同基层开裂状态的沥青路面应力对比[J].交通运输工程学报,2008,8(6):34-39. WANG Yan,NIE Fu-jian,MA Xiang.Stress comparison of asphalt pavements with different base crack states[J].Journal of Traffic and Transportation Engineering,2008,8(6):34-39.
[5]
Birgisson B,Montepara A,Romeo E,et al.Determination and prediction of crack patterns in hot mix asphalt(HMA)mixtures[J].Engineering Fracture Mechanics,2008,75(3/4):664-673.
[6]
JTJ 052―2000,公路工程沥青及沥青混合料试验规程[S].
[7]
邓学钧.路基路面工程[M].北京:人民交通出版社,2000.
[8]
张登良.沥青路面[M].北京:人民交通出版社,1993.
[9]
沙庆林.高等级公路半刚性基层沥青路面[M].北京:人民交通出版社,1998.
[10]
张起森,郑健龙,刘益河.半刚性基层沥青路面的开裂机理[J].土木工程学报,1992,25(2):13-22. ZHANG Qi-sen,ZHENG Jian-long,LIU Yi-he.Cracking mechanism for the semi-rigid based asphalt pavement structure[J].China Civil Engineering Journal,1992,25(2):13-22.
[11]
吴赣昌,凌天清.半刚性基层温缩裂缝的扩展机理分析[J].中国公路学报,1998,11(1):21-28. WU Gan-chang,LING Tian-qing.The analysis of developing mechanism of thermal crack of the semi-rigid roadbase[J].China Journal of Highway and Transport,1998,11(1):21-28.
