,

sa_so_82@yahoo.com

ABAQUS

..

..

ABAQUS

TSRST

Explicit

C3D8R.

TSRST

cm

10

kpa

4134693 414000

0.3 0.3

kg/m

2490 1930

c=0 =38

Mpa

Mpa

(E base= 100,250

(E base= 415,600

[1].Yang.H.Huang,"Pavement Analysis and Design",secoend edition,.University of Kentucky. [2]. E.V.Dave,A.F.Braham,W.G.Buttlar, Integration of laboratory testing,field performance data and numerical simulation for the study of low-temperature cracking , Taylor&Francis Group,2008

[3]. AASHTO Mechanistic-Empirical Pavement Design Guid,2009 [4]. Clyne,T.R.Worel,Marasteanu, Low Temperature Cracking Performance at MnROAD Minnesota Department of Transportion. [5]. X.li,M.Marasteanu, Evaluation of the Low Temperature Fracture Resistance of Asphalt Mixture Using the Semi Circular Bend Test ,Journal of the Association of Asphalt Paving Technologists,Vol.73,Pages 396-421. [6].Tangella,R.Craus,C.L.Monismith Summery Report on Fatigue Response of Asphalt Mixtures,SHRP-A-312,1990. [7]. R.Velasquez,M.Turos,M.Marasteanu, Insvestigation of low temperature cracking in asphalt mixtures using TSRST",Elsevier, May 2008. [8]. B. Huang,G.Li,L.N.Mohammad" Analytical modeling and expermental study of tensile strength of asphalt concrete composite at low temperatures ", Elsevier,2008.

[9]. Imad L.Al-Qadi,M.Marwa,M.Hassan" Field and Theoretical Evaluation of Thermal Fatigue Cracking in Flexible Pavements", Elsevier, Sephtember 2008. [10].N.Mike Jackson,S.Vinson, Analysis of Thermal Fatigue Distress of Asphalt Concrete Pavements ,Elsevier,2005. [11]. P.E.Benson, Low Temperature Transverse Cracking of Asphalt concrete Pavements in Central and West Texas , Texas Trans.Inst,1996. [12]. MnROAD Lessons Learned," Pavement Performance", December 2006. [13]. Barry C. Christopher, Ph.D., P.E, "Design Manual for Roadway Geocomposite Underdrain Systems",2001. [14]. J.P. Planche, Low-temperature Thermal Cracking of Bitumens as Ranked by Strength and Fracture Properties , Transportation Research Record in press,2001.

[15]K.O. Anderson Cracking of Asphalt Pavements Due to Thermal Effects ,Proceedings, Association of Asphalt Paving Technologists, Vol. 35, 1966, pp. 247-262 [16]H.J. Fromm, Prepared Discussion, Proceedings, Association of Asphalt PavingTechnologist, 1966, Vol. 35: 324

MS-15

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