BAZIN P,SAUNIER J.Deformability,Fatigue and Healing Properties of Asphalt Mixes[C]//International Society for Asphalt Pavements.Proceedings of the Second International Conference on the Structural Design of Asphalt Pavements.Ann Arbor:International Society for Asphalt Pavements,1967:438-451.
[2]
ABU AL-RUB R K,DARABI M K,LITTLE D N,et al.A Micro-damage Healing Model That Improves Prediction of Fatigue Life in Asphalt Mixes [J].International Journal of Engineering Science,2010,48(11):966-990.
[3]
GARCIA A.Self-healing of Open Cracks in Asphalt Mastic[J].Fuel,2012,93:264-272.
[4]
BHASIN A,LITTLE D N,BOMMAVARAN R,et al.A Framework to Quantify the Effect of Healing in Bituminous Materials Using Material Properties[J].Road Materials and Pavement Design,2008,9(S1):219-242.
[5]
Arizona Department of Transportation.Standard Specifications for Road ＆ Bridge Construction[R].Phoenix:Department of Transportation Engineering Records Section,2000.
[6]
ASTM D7460-10,Standard Test Method for Determining Fatigue Failure of Compacted Asphalt Concrete Subjected to Repeated Flexural Bending[S].
[7]
SEO Y,EL-HAGGAN O,KING M,et al.Air Void Models for the Dynamic Modulus,Fatigue Cracking,and Rutting of Asphalt Concrete[J].Journal of Materials in Civil Engineering,2007,19(10):874-883.
HUANG Wei-dong,GAO Chuan,LI Kun.Research on Influence Factors of AR Mixture Fatigue Performance[J].Journal of Tongji University:Natural Science,2009,37(12):1608-1614.
[10]
高 川.橡胶沥青混合料疲劳性能研究[D].上海:同济大学,2008.
[11]
GAO Chuan.Research on Fatigue Performance of Asphalt Rubber Mixture[D].Shanghai:Tongji University,2008.
[12]
HICKS R G.Asphalt Rubber Design and Construction Guidelines Volume I－Design Guidelines[R].Corvallis:Oregon State University,2002.
[13]
University of California.Fatigue Response of Asphalt-aggregate Mixes[M].Washington DC:Strategic Highway Research Program,National Research Council,1994.
[14]
BHASIN A,PALVADI S,LITTLE D N.Influence of Aging and Temperature on Intrinsic Healing of Asphalt Binders[J].Transportation Research Record,2011,2207:70-78.
[15]
State of California Department of Transportation.Asphalt Rubber Usage Guide[M].Sacramento:State of California Department of Transportation,2003.
[16]
ROWE G M,BOULDIN M G.Improved Techniques to Evaluate the Fatigue Resistance of Asphaltic Mixtures[C]//EAPA.Proceedings of 2nd Eurasphalt ＆ Eurobitume Congress.Barcelona:EAPA,2000:754-763.
[17]
虞将苗.沥青混合料疲劳性能研究[D].广州:华南理工大学,2005.
[18]
YU Jiang-miao.Research on Fatigue Performance of Asphalt Mixture[D].Guangzhou:South China University of Technology,2005.
[19]
ZHANG Z W.Identification of Suitable Crack Growth Law for Asphalt Mixtures Using the Superpave Indirect Tensile Test [D].Gainesville:University of Florida,2000.
[20]
王 伟.橡胶沥青混合料高温性能研究[D].上海:同济大学,2008.
[21]
WANG Wei.Research on High Temperature Performance of Asphalt Rubber Mixture[D].Shanghai:Tongji University,2008.
[22]
TSAI B W.High Temperature Fatigue and Fatigue Damage Process of Aggregate-asphalt Mixes[R].Sacramento:University of California,2002.
[23]
MORRIS G R,CARLSON D D.The Arizona Asphalt-rubber Project Review Part 1:Evaluation of AR Pavements Constructed Before 1992[R].Dewey:Arizona Department of Transportation and the Rubber Pavements Association,2000.
[24]
HARVEY J T,DEACON J A,TSAI B W,et al.Fatigue Performance of Asphalt Concrete Mixes and Its Relationship to Asphalt Concrete Pavement Performance in California[R].Berkeley:University of California,1995.
