Research on rheological performance of SBS modified asphalt at low temperature

Geotechnical Special Publication

Volumn , Issue 190, 2009, Pages 9-14

  Cao, Liping ^a   Dong, Zejiao ^a   Tan, Yiqiu ^a  

^a HARBIN INSTITUTE OF TECHNOLOGY   (China)

Author keywords

Asphalts; China; Cold regions; Research; Rheology; Temperature effects

Indexed keywords

BASE ASPHALT; CHINA; COLD REGIONS; DYNAMIC SHEAR RHEOMETER; LOW TEMPERATURES; MODIFIED ASPHALTS; PHASE ANGLES; SBS-MODIFIED ASPHALT; STYRENE BUTADIENE STYRENES; TEMPERATURE EFFECTS;

BUTADIENE; ELASTICITY; HIGHWAY ADMINISTRATION; HIGHWAY PLANNING; PLASTICITY; RESEARCH; RHEOLOGY; STYRENE; TEMPERATURE; VISCOSITY;

ASPHALT;

EID: 77950839460     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41042(349)2     Document Type: Conference Paper

References (8)

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3. Stock, A.F. and W. Arand.(1993). Low-temperature Cracking in Polymer Modified Binders. AAPT, Vol. 62: 23-53.
4. Fortier, R. and T.S. Vinson. (1998). Low-temperature Cracking and Aging Performance of Modified Asphalt Concrete Specimens. Transportation Research Record 1630, TRB, Washington, D.C.: 77-86.
5. Hoare, T.R. and S. Hesp. (2000). Low-temperature Fracture Testing of Asphalt Binders, Regular and Modified Systems. Transportation Research Record 1728, TRB, National Research Council, Washington, D.C.:36-42.
6. Hesp, S., T. Terlouw and W.C. Vonk. (2000). Low-temperature Performance of SBS-Modified Asphalt Mixes. AAPT, Vol. 69: 540-567.
7. Button, J.W., and C.P. Hastings. (1998). How Well Can New Binder Tests Predict Cracking? The Canadian Technical Asphalt Association Annual Meeting, Vancouver: 48-72.
8. Anderson, R.M., D.E. Walker and P.A. Turner. (1999). Low-Temperature Evaluation of Kentucky Performance-Graded 70-22 Asphalt Binders. Transportation Research Record 1661, TRB, Washington, D.C.: 69-74.