ارائه مدلی برای پیش بینی رفتار مخلوط های آسفالتی

[1]Siddharthan, R.; Sebaaly, P. E.; Javaregowde, M. “Influence of Statistical Variation in Falling Weight Deflectometers on Pavement Analysis” Transp. Res.Rec. 1377, Transp. Res. Board, Washington, D.C.,p.p.57-66, (1992).

[2]Croney, D., “Is the Measured Deflection of A Flexible Pavement A Reliable Guide to Life Prediction and Overlay Design”, Highways, surrey, England, 58 (part 1986), p.p. 24-26, (1990).

[3]Maestas, J. M.; Mamlouk, M. S. “Comparison of Pavement Deflection Analysis Methods Using Overlay Design” Transp. Res. Rec. 1377, Transp. Res. Board,Washington, D. C., p.p.17-25, (1991)._

[4]Collop, A. C.; Cebon, D.; “Stiffness Reductions of Pavements Due to Cumulative Fatigue Damage”, J. ofTrnsp. Engrg.,122 (2), p.p.131-139, (1996).

[5]Kenis, W. J.; “Predictive Design Procedures : VESYS User's Manual” FHWA Rep, p.p.77-154, Washington,D. C, (1978)._

[6]Lu, Y.; Lu, L.; Wright, P.J.; “Vsico-Elastoplastic Method for Pavemnt Performance Evaluation” Proc. Of The Institution of Civil Engineering, vol(153), p.p.227-234,(2002).

[7]Ali, B.; Sadek, M.; Shahrour, I.; “Elasto- Vsicoplastic Finite Element Analysis of Long Term Behavior of Flexible Pavements, Application to Rutting”International Journal Road Material and Pavement Design, vol(9/3), p.p.463-479,(2008).

[8]Uzan, J.; “Viscoelastic-Viscoplastic Model With Damage for Asphalt Concrete” J. of Materials in Civil Engineering, ASCE,17(5), p.p.528-534, (2005).

[9] پورحسینی، رضا، " آنالیز عددی رویه های آسفالتی" رساله دکتری، دانشگاه صنعتی امیرکبیر تهران 1380

[10]Owen, D. R. J.; Hinton, E.; “Finite Element In Plasticity”, Pineridge Press Limited, Swansea,UK,(1980).

[11]Bathe, K. J.; ADINA – A Finite Element Program for Automatic Dynamic Incremental Nonlinear Analysis,Report AVL 82448-1, Department of Mechanical Engineering, Massachusetts Institute of Tech, (revised 1978), (1975).

[12]Yegooni, M.; Button, J. W. ;Zollinger, D. G.; “Fractals of Aggregates Correlated With Creep in Asphalt Concrete” J. Transp . Engrg. ASCE ,122 (1), p.p.22-28,(1996)._

[13]Johnson-Clark, J. R.; Vertessy , N. J.; Fossey , D. W.; Smith, P. B.; Sharp, K. G.; “Data Report on Testing of Full Depth Asphalt Pavements: Mulgrave ALF Trial”Res. Rep. ARR No. 209, Australian Road Res. Board, Victoria Australia, (1991)._

[14]Ramsamooj, D. V.; Ramadam, J.; Lin G. S. “Model Prediction of Rutting in Asphalt Concrete” J. Transp,Engrg, ASCE, 124 (5), p.p.448-456, (1998)._