DETERMINATION EXTENSIONAL VISCOSITY AND CRACKING INDEX OF SULFURE WASTE MODIFIED ASPHALT CEMENT
Keywords:
Sulfur waste; Ageing; Index of Cracking; Extensional viscosity.
Abstract
In the northern Iraqi provinces, cracking distress due to the variations in temperatures is occurred in most of paved roads with asphaltic materials. This type of distress results in alligator and longitudinal cracking, spallings due to temperatures variations.This research determined the index of cracking and extensional viscosity of sulfur waste/asphalt cement (SWMAC). Four dosages of sulfur waste were selected and mixed into 40-50 pent. grade asphalt binder. Physical tests including: penetration, ductility, softening degree, absolute viscosity, elastic moduli, temperature effects, ageing, index of cracking, extensional viscosity, and morphology assays were performed on SWMAC. SWMAC presents higher extensional viscosity, moduli of elasticity and durability traits with superior cracking resistance at low temperature.
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References
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Lewandowski LH. Polymer modification of paving asphalt binders. Rubber Chemistry and Technology 1994; 67(3): 447-80.
Maccarrone S, Holleran G, Gnanaseelan GP. Properties of polymer-modified binders and relationship to mix and pavement performance. Asphalt Paving Technology 1995; (64): 209–236.
Hesp SAM, Terlouw T, Vonk WC. Low temperature performance of SBS-modified asphalt mixes. Asphalt Paving Technology 2000; (69): 540–568.
Jin H, et al. Improved properties of polystyrene-modified asphalt through dynamic vulcanization. Polymer Testing 2002; (21): 633-640.
Uddin W. Viscoelastic characterization of polymer-modified asphalt binders of pavement applications. Applied Rheology 2003; 13(4): 191– 199.
Chiu CT, Lu LC. A laboratory study on stone matrix asphalt using ground tire rubber. Construction and Building Materials 2007; (21): 1027-1033.
Wekumbura C, Stastna J, Zanzotto L. Destruction and recovery of internal structure in polymer-modified asphalts. ASCE Journal of Materials in Civil Engineering 2007; 19(3): 227-223.
Punith VS, Veeraragavan A. Behavior of Asphalt Concrete Mixtures with Reclaimed Polyethylene as Additive. ASCE Journal of Materials in Civil Engineering 2007; 19(6): 500–507.
Al-Hadidy AI, Tan Y. Long-Term Aging of Polypropylene Asphalt Paving Mixtures. Proceedings of the 26th Southern African Transport Conference (SATC 2007), 9 - 12 July 2007. P761-767. ISBN Number: 1-920-01702-X Pretoria, accepted as a World Cup 2010 Traffic Simulation.
Al-Hadidy AI, Tan Y. Comparative Performance of the SMAC Made with the SBS and ST- Modified Binders. ASCE Journal of Materials in Civil Engineering 2011; 22(6): 580-587.
Tapkın S, et al. Repeated Creep Behavior of Polypropylene Fiber-Reinforced Bituminous Mixtures. ASCE Journal Of Transportation Engineering 2009; 135(4): 240-249.
Zhao D, Lei M, Yao Z.. Evaluation of Polymer-Modified Hot- Mix Asphalt: Laboratory Characterization. ASCE Journal of Materials in Civil Engineering 2009; 21(4): 163-170.
Vural Kok B, Yilmaz M. The effects of using lime and styrene–butadiene–styrene on moisture sensitivity resistance of hot mix asphalt. Construction and Building Materials 2009; 23(5): 1999-2006.
.Gorkem C, Sengoz B. Predicting stripping and moisture induced damage of asphalt concrete prepared with polymer modified bitumen and hydrated lime. Construction and Building Materials 2009; 23(6): 2227-2236.
Ahmed et al. (1985) “Using sulfur waste as replacement of asphalt cement in paving constructions". NCCL, No. 28.
Al-Taaei A.K. (1986). “Effect of sulfur on the properties of asphaltic concrete mixtures". M.Sc. thesis. College of engineering, university of Mosul, Mosul-Iraq.
State cooperation of road and bridges (SCRB). Hot mix asphaltic concrete pavement. Iraqi standard specification, Ministry of Housing and Construction. Department of Design and Study, 1999, Section R-9.
ASTM Standard Specifications, Section 4, 04-03. 2002, Philadelphia, USA.
Anon, (1992) “Residential course on bituminous pavements: materials, design and evaluation.” University of Nottingham, Department of Civil Engineering.
Brown SF, Brunton JM. An introduction to the analytical design of bituminous pavements (3rd edition). 1992; University of Nottingham, Department of Civil Engineering, UK.
Huang YH. Pavement analysis and design, 1993; Prentice-Hall, Upper Saddle River, NJ 07458.
Haas, RCG. Thermal shrinkage cracking of some Ontario pavements. Ontario highway department report R.R.161, 1969.
Al-Ani TMA. Influence of accelerated weathering of asphalt cement properties on performance of paving materials. M.Sc. Thesis, university of Baghdad, September, 1999.
Collop AC, Cebon D, Hardy MSA. A visco-elastic approach to rutting in flexible pavements. ASCE Journal of Transportation Engineering 1995; 121(1): 82 – 93.
Wardlaw KR, Shuler S. Polymer-modified asphalt binders. ASTM STP 1108, 1992, Philadelphia, USA
Ostermeyer, Larry F., US.Pat.5221703; 1993.
Lewandowski LH. Polymer modification of paving asphalt binders. Rubber Chemistry and Technology 1994; 67(3): 447-80.
Maccarrone S, Holleran G, Gnanaseelan GP. Properties of polymer-modified binders and relationship to mix and pavement performance. Asphalt Paving Technology 1995; (64): 209–236.
Hesp SAM, Terlouw T, Vonk WC. Low temperature performance of SBS-modified asphalt mixes. Asphalt Paving Technology 2000; (69): 540–568.
Jin H, et al. Improved properties of polystyrene-modified asphalt through dynamic vulcanization. Polymer Testing 2002; (21): 633-640.
Uddin W. Viscoelastic characterization of polymer-modified asphalt binders of pavement applications. Applied Rheology 2003; 13(4): 191– 199.
Chiu CT, Lu LC. A laboratory study on stone matrix asphalt using ground tire rubber. Construction and Building Materials 2007; (21): 1027-1033.
Wekumbura C, Stastna J, Zanzotto L. Destruction and recovery of internal structure in polymer-modified asphalts. ASCE Journal of Materials in Civil Engineering 2007; 19(3): 227-223.
Punith VS, Veeraragavan A. Behavior of Asphalt Concrete Mixtures with Reclaimed Polyethylene as Additive. ASCE Journal of Materials in Civil Engineering 2007; 19(6): 500–507.
Al-Hadidy AI, Tan Y. Long-Term Aging of Polypropylene Asphalt Paving Mixtures. Proceedings of the 26th Southern African Transport Conference (SATC 2007), 9 - 12 July 2007. P761-767. ISBN Number: 1-920-01702-X Pretoria, accepted as a World Cup 2010 Traffic Simulation.
Al-Hadidy AI, Tan Y. Comparative Performance of the SMAC Made with the SBS and ST- Modified Binders. ASCE Journal of Materials in Civil Engineering 2011; 22(6): 580-587.
Tapkın S, et al. Repeated Creep Behavior of Polypropylene Fiber-Reinforced Bituminous Mixtures. ASCE Journal Of Transportation Engineering 2009; 135(4): 240-249.
Zhao D, Lei M, Yao Z.. Evaluation of Polymer-Modified Hot- Mix Asphalt: Laboratory Characterization. ASCE Journal of Materials in Civil Engineering 2009; 21(4): 163-170.
Vural Kok B, Yilmaz M. The effects of using lime and styrene–butadiene–styrene on moisture sensitivity resistance of hot mix asphalt. Construction and Building Materials 2009; 23(5): 1999-2006.
.Gorkem C, Sengoz B. Predicting stripping and moisture induced damage of asphalt concrete prepared with polymer modified bitumen and hydrated lime. Construction and Building Materials 2009; 23(6): 2227-2236.
Ahmed et al. (1985) “Using sulfur waste as replacement of asphalt cement in paving constructions". NCCL, No. 28.
Al-Taaei A.K. (1986). “Effect of sulfur on the properties of asphaltic concrete mixtures". M.Sc. thesis. College of engineering, university of Mosul, Mosul-Iraq.
State cooperation of road and bridges (SCRB). Hot mix asphaltic concrete pavement. Iraqi standard specification, Ministry of Housing and Construction. Department of Design and Study, 1999, Section R-9.
ASTM Standard Specifications, Section 4, 04-03. 2002, Philadelphia, USA.
Anon, (1992) “Residential course on bituminous pavements: materials, design and evaluation.” University of Nottingham, Department of Civil Engineering.
Brown SF, Brunton JM. An introduction to the analytical design of bituminous pavements (3rd edition). 1992; University of Nottingham, Department of Civil Engineering, UK.
Huang YH. Pavement analysis and design, 1993; Prentice-Hall, Upper Saddle River, NJ 07458.
Haas, RCG. Thermal shrinkage cracking of some Ontario pavements. Ontario highway department report R.R.161, 1969.
Al-Ani TMA. Influence of accelerated weathering of asphalt cement properties on performance of paving materials. M.Sc. Thesis, university of Baghdad, September, 1999.
Collop AC, Cebon D, Hardy MSA. A visco-elastic approach to rutting in flexible pavements. ASCE Journal of Transportation Engineering 1995; 121(1): 82 – 93.
Published
2021-04-05
How to Cite
RASHED, A. M., & AI, A.-H. (2021). DETERMINATION EXTENSIONAL VISCOSITY AND CRACKING INDEX OF SULFURE WASTE MODIFIED ASPHALT CEMENT. Journal of Duhok University, 24(1), 26-31. https://doi.org/10.26682/sjuod.2021.24.1.4
Section
Pure and Engineering Sciences
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