1[1]Beer D.Determination of pneumatic tyre/pavement interface contact stresses under moving loads and some effects with thin asphalt surfacing Layers[A].8th International Conference on Asphalt Pavement[C].1996,179-227.
2[2]Oscar Hugo Giovanon and Marta Beatriz Pagoia Mechanistic performance model to design flexible pavements
3黄仰贤.路面分析与设计[M].北京:人民交通出版社,1998..
4[4]B.E.Ruth,L.A.K.Bley.A.A.Avital.Prediction of Pavement Cracking at Low Temperature.In:Proceedings of AAPT,1982(51):53-103.
5[5]H.K.Zubeck,T.S.Vinson.Prediction of low-temperature cracking of asphalt concrete mixtures with thermal stress retrained specimen test results.TRR 1545,1996:50-58.
6[6]T.Eugawara,A.Morigoshi.Thermal Fracture of Bituminous Mixtures.Proceedings ofPaving in Cold Area Mini-Workshop,1984,P291-320.
7[7]M.Shahin,B.F.McCullough.Prediction of Low-Temperature and Thermal Fatigue Cracking in Flexible Pavements.Research Report 123-14,Texas:Center for Highway Reserrch,1972.
8[8]K.Majidzadeh,C.B.Burannom,M.Karakomzian.Apphcations of Fracture Mechanics for Improved Design of Bituminous Concrete.FHWA Report No.76-91,Washington,D.C.:Federal Highway Administration,1976.
9[9]R.Lytton,U.Shanmuham,B.Garrett.Design of Asphalt Pavements for Thermal Fatigue Cracking.Research Report 284-4,Texas Transportation Institute,1983.
10[10]A.Abdelshaft,K.Kaloush.Modifiers forAsphah Concrete.ESL-TR-88-29.Air Force Engineering and Services Center,1988.