دراسة الخواص الريولوجية والاداء الحراري للإسفلت المحور بالمواد البوليمرية

1- Ahmed، S.، Hamdoon، A. A.، & Abdulla، M. (2024) . ‘’Residues from The Mishraq Sulfur Mine and The Nano_Sulfur Derived from Them as Modifiers for The Mechanical and Thermal Properties of Iraqi Asphalt’’. Journal of the Turkish Chemical Society Section A: Chemistry، 11(3)، 1055-1064..‏

2- Ahmed،S.S.،Hamdoon،A.A.، (2020). “The Rheological Properties of Asphalt by Commercial Adhesive (Ethylene-Vinyl Acetate) and Air Blowing Process” Journal of Education and Science،، Vol.29،No.3، pp.102- 118، ISSN 1812-125X.

3- Arabani، M.، Shabani، A.، and Hamedi، G. H. ،(2019). Experimental investigation of effect of ceramic fibers on mechanical properties of asphalt mixtures. Journal of Materials in Civil Engineering،،31(9)، 04019203.

4- ASTM D1754-97R (2002)، “Standard test method for effect of heat and air on asphaltic materials (Thin Film Oven Test)”، Roade and paving materialsــvehicleــpavement systeems، New york، Ny. Section (4)،Vol .(04 .03)،

5- ASTM D 1559- 89، " Test method for resistance of plastic flowak Bituminous mixtures using marshal Apparatus"، (With draw standards until 2006)، (With drawn standards until 1998)، New York، Ny.

6- ASTM D 6560- 17 ."Standard test method for determination of asphaltens ( heptane in soluble ) in crude petroleum and petroleum production.

7- ASTM D] 36-95] Reapproved 2000 ، “Standard test method for softening point of bituminous materials (Ring and Ball Apparatus(”، Section 4 ، Vol .04، Roofing and waterproofing ،New york،Ny.

8- ASTM D5- 97 ."Standard test method for penetration of bituminous materials"، Section 4، vol. 04. 03 Road and paving materials- vehicle- pavement systems New York، Ny.

9- Azam، A. M.، El-Badawy، S. M.، & Alabasse، R. M.، (2019). Evaluation of asphalt mixtures modified with polymer and wax. Innovative Infrastructure Solutions، 4(1)، 1-12..

10- Beckir Y.; Mendarz M.P. and Rodrigoez Y.، (2001)، “Polymer modified Asphalt”. Vesion Technolugical، Vol. (9)، No. (1)،pp (39ــ50( .

11- Celauro، C.، Bosurgi، G.، Sollazzo، G.،،& Ranieri، M. (2019). Laboratory and in-situ tests for estimating improvements in asphalt concrete with the addition of an LDPE and EVA polymeric compound. Construction and Building Materials، 196، 714-726

12- Hamedi، G. H.، Shamami، K. G.، & Pakenari، M. M. (2020). Effect of ultra-high-molecular-weight polyethylene on the performance characteristics of hot mix asphalt. Construction and Building Materials، 258، 119729.‏

13- Hobson،G. D.، (1973) "Modern Petroleum Technology". 4th ed، Ltd. Britain، PP. 804 – 806.

14- Iqbal، M.، Hussain، A.، Khattak، A.، & Ahmad، K. ،(2020). ‘’Improving the aging resistance of asphalt by addition of polyethylene and sulphur’’. Civ. Eng. J، 6(5)، 1017-30.‏

15- Jarjees، Q. S.، Ahmed، S. S.، & Hamdoon، A. A. (2025). Enhancing Asphalt Performance with Polymer Blends: A Rheological Study. Journal of Nanostructures، 15(2)، 499-507.‏

16- John B.Johnston.، (2008)، "Using Polymer Modified Asphalt Elumlsion in Surface Treatmentes" . AFedral Lands High Way Interim Report p.7،8،20.

17- Joni، H. H.، & AL-Rubaie، A. H. (2022) . ‘’Enhancement of the Rutting Resistance of Asphalt Mixtures at Different High Temperatures Using Waste Polyethylene Polymer’’ . Engineering and Technology Journal، 40 (11)، 1-9.

18- Joohari، I. B.، & Giustozzi، F. (2022). Waste tyres crumb rubber as a sustainability enhancer for polymer-modified and hybrid polymer-modified bitumen. International Journal of Pavement Engineering، 23(12)، 4357-4371.‏

19- Navaro F.J.، Parteal P. and MartinezــBozae F.،(2004)، “Thermo-Rheological behavior and storage stability of groung tire rubber- modified bitumens”، Fuele، (2041ــ2049).

20- Qiu، N.، Sun، Z.، Yu، F.، Wang، K.، Long، C.، Dong، Z.، ... & Chen، Z. R. (2024). Chain shuttling polymerization for cycloolefin block copolymers: from engineering plastics to thermoplastic elastomers. Macromolecules، 57(12)، 5729-5738.‏

21- Reyes-Labarta، J. A.، & Marcilla، A. (2012). Thermal treatment and degradation of cross-linked ethylene vinyl acetate–polyethylene–azodicarbonamide–ZnO foams. Complete kinetic modeling and analysis. Industrial & engineering chemistry research، 51(28)، 9515-9530.‏

22- Ribeiro، S.، Costa، P.، Ribeiro، C.، Sencadas، V.، Botelho، G.، & Lanceros-Méndez، S. (2014). Electrospun styrene–butadiene–styrene elastomer copolymers for tissue engineering applications: Effect of butadiene/styrene ratio، block structure، hydrogenation and carbon nanotube loading on physical properties and cytotoxicity. Composites Part B: Engineering، 67، 30-38.‏

23- Speight،J.G.،(2015)،"Asphalt Materials Science and Technology" Butterworth-Heinemann. PP.232-233. ‏

24- State Cooperation of Road and Bridges (S.C.R.B.)(2003).“Hot Mix Asphaltic Concrete Pavements”. Iraqi Standard Specification، Ministry of Housing and Construction.Department of Design and Study، Section R9.

25- Vargas، X. A.، Afanasjeva، N.، Álvarez، M.، Marchal، P. H.، & Choplin، L. (2008). Asphalt rheology evolution through thermo-oxidation (aging) in a rheo-reactor. Fuel، 87(13-14)، 3018-3023.‏.

26- Zhang، M.، Yuan، D.، & Jiang، W. (2024). Effects of TLA on rheological، aging، and chemical performance of SBS modified asphalt. Construction and Building Materials، 438، 137283.‏

27- Zoorob، S. E.، & Suparma، L. B. (2000). Laboratory design and investigation of the properties of continuously graded Asphaltic concrete containing recycled plastics aggregate replacement (Plastiphalt). Cement and concrete composites، 22(4)، 233-242.