[J].华南理工大学学报:自然科学版,2004,32(4):82-86.CHEN Huaxin,ZHANG Zhengqi,HU Changshun.Low-temperature Ann'-cracking Performance of Fiber-reinforced Asphalt Mixture
[2]
[J]Journal of South China University of Technology:Natural Science Edition,2004,32(4):82-86.
[3]
武贤慧,张登良.纤维增强沥青混凝土低温性能研究
[4]
[J].公路交通科技,2005,22(2):7-9.WU Xianhui,ZHANG Dengliang.Study of Low Temperature Performance of Fiberenhanced Asphalt Concrete
[5]
[J].Journal of Highway and Transportation Research and Development,2005,22(2):7-9.
[6]
CHEN J S,LIN K Y.Mechanism and Behavior of Bitumen Strength Reinforcement Using Fibers
[7]
[J].Journal of Materials Science,2005,40(1):87-95.
[8]
叶群山,岳红波,吴少鹏,等.聚酯纤维沥青混凝土动态模量与疲劳性能研究
[9]
[J].武汉理工大学学报,2007,29(9):5-8.YE Qunshan,YUE Ho ngbo,WU Shaopeng,et al.Dynamic Modulus and Fatigue Properties of Polyester Fiber Reinforced Asphalt Concrete
[10]
[J].Journal of Wuhan University of Technology,2007,29(9):5-8.
[11]
MILLTYON F W.Performance Study of C-Fix in Porous Asphalt Concrete Using a 2D Finite Element Model
[12]
[D].Delft:Delft University of Technology,2006.
[13]
SHENOY A.Model-fitting the Master Curve of the Dynamic Shear Rheometer Data to Extract a Rut-controlling Term for Asphalt Pavements
[14]
[J].Journal of Testing and Evaluation,2002,30(2):95-112.
[15]
沈金安.沥青及沥青混合料路用性能
[16]
[M].北京:人民交通出版社,2003.SHEN Jin' an.Pavement Performance of Asphalt and Asphalt Mixture
[17]
[M].Beijing:China Communications Press,2003.
[18]
SERKAN T.The Effect of Polypropylene Fibers on Asphalt Performance
[19]
[J].Building and Environment,2008,43(6):1065-1071.
[20]
陈华鑫,张争奇,胡长顺.纤维沥青混合料低温抗裂性能
[21]
SERFASS J P,SAMANOUS J.Fiber-modified Asphalt Concrete Characteristics,Application and Behavior
[22]
[J].Journal of the Association of Asphalt Paving Technologists,1996,65:193-230.
[23]
郭乃胜,赵颖华,俞远征.聚酯纤维沥青混凝土路面的疲劳寿命计算
[24]
[J].沈阳建筑大学学报:自然科学版,2005,21(1):23-25.GUO Naisheng,ZHAO Yinghua,YU Yuanzheng.Compute on Fatigue Life of Asphalt Concrete Pavement Reinforced by Polyester Fibers
[25]
[J].Journal of Shenyang Jianzhu University:Natural Science Edition,2005,21(1):23-25.
