巴桑顿珠,黄晓明.西藏沥青路面裂缝温度疲劳扩展寿命分析[J].东南大学学报:自然科学版,2006,36(6):1013-1017. BASANG Dun-zhu,HUANG Xiao-ming.Analysis for fatigue life of asphalt pavement temperature crack in Tibet[J].Journal of Southeast University:Natural Science Edition,2006,36(6):1013-1017.
[3]
元 松,谈至明.沥青路面荷载型竖向反射裂缝疲劳断裂分析[J].同济大学学报:自然科学版,2007,35(10):1352-1357. YUAN Song,TAN Zhi-ming.Analysis of fatigue fracture on vertical reflective crack under traffic load on asphalt pavement[J].Journal of Tongji Univer-sity:Natural Science,2007,35(10):1352-1357.
[4]
耿立涛,钟 阳,乔 娜.考虑材料特性随温度变化时沥青路面的温度应力[J].公路交通科技,2009,26(11):16-20. GENG Li-tao,ZHONG Yang,QIAO Na.Thermal stresses of asphalt pavement with material property dependent on temperature[J].Journal of Highway and Transportation Research and Development,2009,26(11):16-20.
[5]
周庆华,沙爱民.沥青高温流变评价指标对比[J].交通运输工程学报,2008,8(1):27-30,35. ZHOU Qing-hua,SHA Ai-min.Comparison of high-temperature rheological evaluation indices for bitumen[J].Journal of Traffic and Transportation Engineering,2008,8(1):27-30,35.
[6]
王 磊,胡 浩,马 ？,等.青藏公路沥青路面结构温度应力影响因素分析[J].长安大学学报:自然科学版,2010,30(4):28-33. WANG Lei,HU Hao,MA Biao,et al.Analysis of influence factor on thermal stress of asphalt pavement structure on Qinghai-Tibet highway[J].Journal of Chang'an University:Natural Science Edition,2010,30(4):28-33.
[7]
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.
[8]
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.
[9]
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.
[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,2006,2(3):18-22. 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,2006,2(3):18-22.
[11]
贾利强.多年冻土地区沥青路面温度场研究[D].西安:长安大学,2009.
[12]
郑南翔,牛思胜,许新权.重载沥青路面车辙预估的温度-轴载-轴次模型[J].中国公路学报,2009,22(3):7-11. ZHENG Nan-xiang,NIU Si-sheng,XU Xin-quan.Temperature,axle load and axle load frequency model of rutting prediction of heavy-duty asphalt pavement[J].China Journal of Highway and Transport,2009,22(3):7-11.
[13]
郭红兵,陈拴发.沥青路面热-荷载耦合应力数值分析[J].长安大学学报:自然科学版,2010,30(2):15-19. GUO Hong-bing,CHEN Shuan-fa.Numerical analysis of temperature load coupling stress for asphalt pavement[J].Journal of Chang'an University:Natural Science Edition,2010,30(2):15-19.
[14]
Guy D,Hannele K.Cold regions pavement engineering[M].Reston:American Society of Civil Engineers,2009.
