[1] 锁利军,王秉纲,陈拴发.沥青路面多孔混凝土基层温度应力数值分析[J].郑州大学学报:工学版,2007,28(2):23-26.
SUO Li-jun,WANG Bing-gang,CHEN Shuan-fa.Numerical analysis of thermal stress for porous concrete base in asphalt pavement[J].Journal of Zhengzhou University:Engineering Science,2007,28(2):23-26.
[2]陈拴发,郑木莲,杨 斌,等.破裂水泥混凝土路面板沥青加铺层温度应力影响因素[J].交通运输工程学报,2005,5(3):25-30.
CHEN Shuan-fa,ZHENG Mu-lian,YANG Bin,et al.Thermal stress influence factors of asphalt overlay on cement concrete pavement cracking slab[J].Journal of Traffic and Transportation Engineering,2005,5(3):25-30.
[3]吴赣昌.半刚性路面温度应力分析[M].北京:人民交通出版社,1995.
[4]陈 玉.沥青路面低温缩裂分析[D].西安:长安大学,2006.
[5]马 骉,王秉纲.冻土地区路面基层结构与材料[M].北京:人民交通出版社,2007.
[6]Guy D,Hannele K Z.Cold regions pavement engineering[M].Reston:ASCE Press,2009.
[7]周生金.沥青路面荷载与温度耦合作用疲劳特性分析[D].西安:长安大学,2005.
[8]胡鸿燕.基于半刚性基层沥青路面温度场和温度应力数值模拟的研究[D].淮南:安徽理工大学,2007.
[9]申爱琴,贾 玉.复合式路面(PMCC-PCC)温度应力有限元分析[J].长安大学学报:自然科学版,2008,28(3):23-24.
SHEN Ai-qin,JIA Yu.Finite element analysis of temperature stress in polymer modified cement concrete and portland cement concrete(PMCC-PCC)composite pavement[J].Journal of Chang'an University:Natural Science Edition,2008,28(3):23-24.
[10]龙丽琴.沥青加铺层荷载应力和温度应力的三维有限元研究[D].武汉:华中科技大学,2005.
[11]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.
[12]王金昌,朱向荣.低温下沥青混凝土道路温度应力的新评价[J].公路,2004(2):60-63.
WANG Jin-chang,ZHU Xiang-rong.New evaluation of temperature stress in asphalt concrete pavements under low temperature[J].Highway,2004(2):60-63.
[13]宋存牛.层状路面结构体非线性温度场研究概况[J].公路,2005(1):49-53.
SONG Cun-niu.General situation of studies on non-linear temperature field in layered pavement structural system[J].Highway,2005(1):49-53.