The viscosity-reducing mechanism of organic wax additive on CRMA

Xin Yu , Yuhong Wang , Tangzhong Wei

Journal of Wuhan University of Technology Materials Science Edition ›› 2013, Vol. 28 ›› Issue (4) : 726 -732.

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Journal of Wuhan University of Technology Materials Science Edition ›› 2013, Vol. 28 ›› Issue (4) : 726 -732. DOI: 10.1007/s11595-013-0760-z
Cementitious Materials

The viscosity-reducing mechanism of organic wax additive on CRMA

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Abstract

CRMA was prepared by mixing PG 64-22 asphalt with crumb rubber powder of 40 mesh size and 18% by weight of the asphalt. Sasobit®, a typical organic wax additive, was selected and added into CRMA. A series of tests, namely, brookfield viscosity, environmental scanning electron microscope(ESEM), component test, differential scanning calorimeter(DSC), fourier transform infrared spectroscopy (FTIR) and nuclear magnetic resonance (NMR) were conducted on CRMA with and without organic wax additive, and microcosmic appearance, component content and molecular structure of various asphalt binders were obtained. The test results indicate that the addition of Sasobit® into CRMA can effectively change the contents of components: the content of asphaltenes increases relatively, while saturates decreases. In addition, the interaction between various components of CRMA is weakened, and the state of equilibrium between the dispersant and dispersed phase is changed at the same time. That is why the viscosity decreases after the organic wax additive is added into CRMA.

Keywords

crumb rubber modified asphalt (CRMA) / viscosity-reducing / organic wax additives / mechanism

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Xin Yu, Yuhong Wang, Tangzhong Wei. The viscosity-reducing mechanism of organic wax additive on CRMA. Journal of Wuhan University of Technology Materials Science Edition, 2013, 28(4): 726-732 DOI:10.1007/s11595-013-0760-z

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References

[1]

Hurley G, Prowell B. Evaluation of Sasobit® for Use in Warm Mix Asphalt [R]. Auburn: NCAT report 05-06, 2005a

[2]

Gandhi T, Amirkhanian S Laboratory Investigation of Warm Asphalt Binder Properties-a Preliminary Investigation[R], 2007 Park City, Utah MAIREPAV5 proceedings 475-480.

[3]

Kristjansdottir O, Muench S, Michael L, Burke G Assessing Potential for Warm Mix Asphalt Technology Adoption [J]. Transport Research Board of the National Academies, 2007, 2040(10): 91-99.

[4]

Wasiuddin N, Selvamohan S, Zaman M, Guegan M Comparative Laboratory Study of Sasobit® and Aspha-min Additives in Warm-mix Asphalt [J]. Transport Research Board of the National Academies, 2007, 1998(10): 82-88.

[5]

Prowell B, Hurley G, Crews E Field Performance of Warm-mix Asphalt at National Center for Asphalt Center for Asphalt Technology Test Track [J]. Transport Research Board of the National Academies, 2007, 1998(12): 96-102.

[6]

Hurley G, Prowell B Evaluation of Sasobit® for Use in Warm Mix Asphalt [R]. Auburn: NCAT report 05-06, 2005

[7]

Hurley G, Prowell B Evaluation of Sasobit® for Use in Warm Mix Asphalt[R], 2005

[8]

Feipeng X, Zhao W, Serji N Amirkhanian. Fatigue Behavior of Rubberized Asphalt Concrete Mixtures Containing Warm Asphalt Additives[J]. Construction and Building Materials, 2009, 23(10): 3144-3151.

[9]

Akisetty CK, Lee SJ, Amirkhanian SN High Temperature Properties of Rubberized Binders Containing Warm Aphalt Additives[J]. Construction and Building Materials, 2009, 23: 565-573.

[10]

Wang H, Dang Z, You Z, Cao Dongwei Effect of Warm Mixture Asphalt (WMA) Additives on High Failure Temperature Properties for Crumb Rubber Modified (CRM) Binders [J]. Construction and Building Materials, 2012, 35: 281-288.

[11]

Zhong J, Kang Wang Research of Bond Properties of Bridge Deck Waterproof Bonding Layer of Warm Mix Rubber Asphalt [J]. Petroleum Asphalt, 2011, 25(5): 24-27.

[12]

JTG-E20-2011. Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering [S].

[13]

Putman BJ Quantification of the Effects of Crumb Rubber in CRM Binder[D], 2005 Clemson Clemson University

[14]

Shen J, Amirkhanian S, Lee SJ HP-GPC Charactirization of Rejuvenated Aged CRM Binders[J]. J. Mater. Civil Eng., ASCE, 2007, 19(6): 515-522.

[15]

Xiao FP Development of Fatigue Predictive Models of Rubberized Asphalt Concrete (RAC) Containing Reclaimed Asphalt Pavement (RAP) Mixtures[D], 2006 South Carolina Clemson University

[16]

Saddiqui MN, Alis MF Studies on the Aging Behavior of the Arabium Asphalts [J]. Fuel, 1999, 78: 1005-1015.

[17]

Sharma BK, Sharma CD, Tyagi OS, Bhagat SD, Erhan SZ Structural Characterization of Asphaltenes and Ethyl Acetate Insoluble Fractions of Petroleum Vacuum Residues [J]. Science and Technology, 2007, 25(1): 121-139.

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