CHEUNG M S,KYLE B R.Service Life Prediction of Concrete Structures by Reliability Analysis
[2]
[J].Construction and Building Materials,1996,10 (1):45-55.
[3]
LIANG C Y,ZHOU JIAN.Prediction of Fatigue Life of Asphalt Concrete Beams
[4]
[J].International Journal of Fatigue,1997,19(2):117-124.
[5]
YEO I,SUH Y,MUN S.Development of a Remaining Fatigue Life Model for Asphalt Black Base through Accelerated Pavement Testing
[6]
[J].Construction and Building Materials,2008,22 (8):1881-1886.
[7]
MARCHAND J,SAMSON E.Predicting the Service-life of Concrete Structures-limitations of Simplified Models
[8]
[J].Cement & Concrete Composites,2009,31:515-521.
[9]
关宇刚,孙伟,缪昌文.基于可靠度与损伤理论的沥青混合料寿命预测模型Ⅰ:模型阐述与建立
[10]
[J].硅酸盐学报,2001,29(6):530-535.GUAN Yugang,SUN Wei,MIAO Changwen.One Service-life Prediction Medel for the Concrete Based on the Reliability and Damage Theories Ⅰ:Narration and Establishment of the Medel
[11]
[J].Journal of the Chinese Ceramic Society,2001,29(6):530-535.
[J].公路,2007(12):145-147.LI Dongqing,MENG Qingzhou,FANG Jianhong,et al.Experimental Research on Performance of Freezing-thawing Resistance of Asphalt Mixture
[17]
[J].Highway,2007(12):145-147.
[18]
美国沥青协会.高性能沥青路面基础参考手册
[19]
[M].贾渝,曹荣吉,李本京,译.北京:人民交通出版社.2005.American Asphalt Institute.Superpave Fundamental Reference Manual
[J].硅酸盐学报,2008,36(1):128-135.YU Hongfa,SUN Wei,ZHANG Yunsheng,et al.Service Life Prediction Method of Concrete Subjected to Freezing-thawing Cycle and/or Chemical Attack Ⅰ:Damage Development Equation and Degradation Mode
[23]
[J].Journal of the Chinese Ceramic Society,2008,36 (1):128-135.
[24]
侯曙光,王宏畅,黄晓明,等.低温地区沥青混合料冻融疲劳特性分析
[25]
[J].公路交通科技,2006,23(4):7-10.HOU Shuguang,WANG Hongchang,HUANG Xiaoming,et al.Analysis of Freeze-thaw Fatigue Performance for Asphalt Mixture in Low Temperature Zone
[26]
[J].Journal of Highway and Transportation Research and Development,2006,23 (4):7-10.
[27]
李中华,巴恒静,邓宏卫.混凝土抗冻性试验方法及评价参数的研究评述
[28]
[J].混凝土,2006(6):9-11.LI Zhonghua,BA Hengjing,DENG Hongwei.Evaluation of the Study on the Test Method about the Frost Resistance of Concrete and the Appraising Parameter
