[J].公路交通科技,2006,23(10):33-36.LI Chunlei,LI Chunxiang,CHEN Guangying,et al.Fracture Mechanic Analysis of Temperature Stress of Semi-rigid Base Asphalt Pavement
[3]
[J].Journal of Highway and Transportation Research and Development,2006,23(10):33-36.
[4]
[J].Journal of Highway and Transportation Research and Development,2006,23(3):10-14.
[5]
兰永贵,田书田,李士辉,等.级配碎石上基层对寒冷地区高等级公路沥青路面反射裂缝隔断作用的研究
[6]
[J].黑龙江交通科技,2001(5):1-3.LAN Yonggui,TIAN Shutian.LI Shihui,et al.Research on Separating Action of Graded Stone Upper Base Course on Reflecting Cracking of Bituminous Pavement in High-Class Highway in Cold Zone
[7]
[J].Communications Science and Technology Heilongjiang,2001(5):1-3.
[8]
王端宜,张肖宁,田书田.林齐试验路不同基层类型使用情况10年跟踪调查
[9]
[J].公路交通科技,2003,20(1):6-9.WANG Duanyi,ZHANG Xiaoning,TIAN Shutian.Ten Years Investigation of Base Courses Used in Lin-Qi Trial Sections
[10]
[J].Journal of Highway and Transportation Research and Development,2003,20(1):6-9.
[11]
艾长发.高寒地区沥青路面行为特性与设计方法研究
[12]
[D].成都:西南交通大学,2008.AI Changfa.Characteristics and Design Methods of Asphalt Pavement in Plateau-Cold Region
[13]
[D].Chengdu:Southwest Jiaotong University,2008.
[14]
林广平.基于断裂力学的钢桥面铺装层疲劳寿命研究
[15]
[D].南京:东南大学,2006.LIN Guangping.Research on the Fatigue Life of the Steel Bridge Deck Pavement Based on the Fracture Mechanics
[16]
[D].Nanjing:Southeast University,2006.
[17]
郑健龙,周志刚,张起森.沥青路面抗裂设计理论与方法
[18]
[M].北京:人民交通出版社.2003.ZHENG Jianlong,ZHOU Zhigang,ZHANG Qisen.Theory and Methods of Crack Resistance Design for Asphalt Pavement
[19]
[M].Beijing:China Communications Press,2003.
[20]
中华人民共和国交通部.JTG D50-2006公路沥青路面设计规范
[21]
[S].北京:人民交通出版社,2006.P.R.China.Ministry of Communications.JTG D50-2006 Specifications for Design of Highway Asphalt Pavement
[22]
[S].Beijing:China Communications Press,2006.
[23]
DEACON J A,COPIANTZ J S,TAYABALI A A,et al.Temperature Considerations in Asphalt-Aggregate Mixture Analysis and Design
[24]
[J].Transportation Research Record,1996(1454):97-112.
[25]
BOULDEV M G,DONGRE R,ROWE G M,et al.Predicting Thermal Cracking of Pavements from Binder Properties:Theoretical Basis and Field Validation
[26]
[J].Proceedings of the Association of Asphalt Paving Technologists,2000(69):455-488.
[27]
YUNGOCHIEN L.Application of Viscoelastic Theory and Finite Element Analysis to Determine Effective Temperature of Asphalt Concrete Layer in Flexible Pavement
[28]
[C]//The 83th Transportation Research Board Annual Meeting.Washington DC:TRB,2004:1-5.
[29]
姚祖康.对国外沥青路面设计指标的评述:连载一
[30]
[J].公路,2003(3):18-25.YAO Zukang.Comments on the Indexes of Overseas Design Methods of Asphalt Pavement:Series 1
[31]
[J].Highway,2003(3):18-25.
[32]
周生金.沥青路面荷载与温度耦合疲劳特性研究
[33]
[D].西安:长安大学,2005.ZHOU Shengjin.Study on the Fatigue Characteristic of the Asphalt Pavements under Load and Temperature
[34]
[D].Xi'an:Chang' an University,2005.
[35]
杨学良,刘伯莹.沥青路面温度场与结构耦合的有限元分析
[36]
[J].公路交通科技,2006,23(11):1-4,9.YANG Xueliang,LIU Boying.Coupled-field Finite Element Analysis of Thermal-stress in Asphalt Pavement
[37]
[J].Journal of Highway and Transportation Research and Development,2006,23(11):1-4,9.
[38]
王国忠.高寒地区沥青稳定碎石基层柔性路面适应性研究
[39]
[D].南京:南京林业大学,2006.WANG Guozhong.Study on Applicability of Flexible Pavements with Asphalt Treated Base in Frigid Region
[40]
[D].Nanjing:Nanjing Forestry University,2006.
[41]
李福普,陈景,严二虎.新型沥青路面结构在我国的应用研究
[42]
[J].公路交通科技,2006,23(3):10-14.LI Fupu,CHEN Jing,YAN Erhu.Study and Application of New Asphalt Pavement Structures in China