HSE
The 5th National Conference & Exhibition on Environmental Engineering
1390 -
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The 5th National Conference & Exhibition on Environmental Engineering
1390 -
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The 5th National Conference & Exhibition on Environmental Engineering
1390 -
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100
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ASTM D-70
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ASTM D-36
51 :
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The 5th National Conference & Exhibition on Environmental Engineering
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25
64
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The 5th National Conference & Exhibition on Environmental Engineering
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:(4)
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CR%10
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The 5th National Conference & Exhibition on Environmental Engineering
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The 5th National Conference & Exhibition on Environmental Engineering
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HSE
The 5th National Conference & Exhibition on Environmental Engineering
1390 -
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[1]
[2]
206
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" SBS
[3]
[4] Aktharhusein A, Tayebali A, Monosmith CL. Comparison of axial and diametral resiliency stiffness of
asphalt-aggregate mixes. Transportation research record No. 1492.Transportation Research Board,
National Research Council, Washington (DC); 1995. p. 135– 43.
[5] Anagnos JN, Kennedy TW. Practical method of conducting the indirect tensile test.Center of Highway
Research, University of Texas at Austin, Res. Rep. 98-10; August 1972.
[6] Baladi GY, Harichandran RS. Asphalt mix design and the indirect test: a new horizon. ASTM STP 104
,
Philadelphia; 1989.
[7] Brown ER, Foo KY. Evaluation of variability in resilient modulus test results. J Test Evaluat 1991; 19:1–
13.
[8] Fawcett, A. H., and McNally, T., (2000)”Blends of Bitumen with Various Polyolefins. Polymer;”
41(14):5315–26.
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The 5th National Conference & Exhibition on Environmental Engineering
1390 [9] Fawcett, A. H., McNally, T., McNally, GM., Andrews, F., and Clarke, J., (1999)”Blends of Bitumen with
Polyethylenes. Polymer”; 40(23):6337–49.
[10]
Harvey J, Monismith CL. Effects of laboratory asphalt concrete specimen preparation variables on
fatigue and permanent deformation test results using Strategic Highway Research Program A-003
proposed testing equipment. Transportation research record No.1417.Transportation Research Board,
National Research Council, Washington (DC); 1993. p. 38–48.
[11] Hinishoglu, S., Agar, E., (2003)” Use of Waste High Density Polyethylene as Bitumen Modifier in
Asphalt Concrete Mix.” Mater Lett; 58(3–4):267–71.
[12]
Huang B, Li G, Mohammed NL. Analytical modeling and experimental study of tensile strength of
asphalt concrete composite at low temperatures. Composites: Part B 2003; 34:705–14.
[13] Kelloma, kia, and Korhonen, M., (1996)” Dispersion of Polyolefins in Bitumen by Means of Tall Oil
Pitch, and Microscopic Characterization of Mixes.” Fuel; 75(7):896–8.
[14] Khodaii, Ali, Mehrara, Amir, (2009) “Evaluation of Permanent Deformation of Unmodified and SBS
Modified Asphalt Mixtures using Dynamic Creep Test”.
[15] Maupin GW. Results of indirect tensile tests related to asphalt fatigue. Highway Research Board 1972;1–
7.
[16] Panda, M., and Mazumdar, M., (2002) “Utilization of Reclaimed Polyethylene in Bituminous Paving
Mixes”. J Mater Civil Eng; 14(6):527–30.
[17] Polacco, G., Berlincioni, S., (2005)”Asphalt Modification with Different Polyethylene-Based Polymers”.
[18] Rogue R, Zhang Z, Sankar B. Determination of crack growth rate parameters of asphalt mixtures using
the superpave indirect tension test IDT. J Asphalt Paving Technol 1999; 68:404–33.
[19] Soudagari, J., (1990) “Effect of Road Surface Type/Texture on Rolling and Skidding Resistance”,
International Symposium on Highway Surfacing at Ulster University, UK.
[20] Whiteoak D. Shell bitumen handbook. UK: Shell Bitumen; 1991.
[21] Yousefy, A. A., Ait-Kadi, A. and Roy, C., (2000) “Composite Asphalt Binders: Effect of Modified RPE on
Asphalt.” J Mater Civil Eng; 12(2):113–23.
[22] Zhang Z, Rogue R, Birgisson B, Sangpetngam B. Identification and verification of a suitable crack
growth law. J Asphalt Paving Technol 2001;70:206–41.
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