[1]
Jagmeet S, Jaspal S. Application of waste tyre crumb rubber in construction Industry. International Journal of Civil, Structural, Environmental and Infrastructure Engineering Research and Development. 5(3) (2015) 57–64.
Google Scholar
[2]
Oikonomou N, Mavridou S. 9–The use of waste tyre crumb rubber in civil engineering works [J]. Sustainability of Construction Materials, (2009) 213-238.
DOI: 10.1533/9781845695842.213
Google Scholar
[3]
Thompson P D. The rheological properties of bituminous materials containing natural crumb rubber and their relation to road performance[C]/ Australian Road Research Board Conference, 1st, 1962, Canberra. (1962).
Google Scholar
[4]
Guo D D. Impact of rheological properties of fiber asphalt mortar on mixture road performance [J]. Advanced Materials Research. 737 (2013) 2287-2291.
DOI: 10.4028/www.scientific.net/amr.734-737.2287
Google Scholar
[5]
Kumar P, Mehndiratta H C, Singh K L. Rheological properties of crumb crumb rubber modified bitumen-A lab study [J]. Journal Ofentific & Industrial Research. 68(9) (2009) 812-816.
Google Scholar
[6]
Mashaan N S, Ali A H, Karim M R, et al. Effect of crumb rubber concentration on the physical and rheological properties of crumb rubberised bitumen binders [J]. International Journal of Physical Sciences. 6(4) (2011) 684-690.
Google Scholar
[7]
Ameri M, Seif M R, Abbasi M, et al. Viscoelastic fatigue resistance of bitumen binders modified with crumb crumb rubber and styrene butadiene polymer[J]. Petroleum Science and Technology. 35(1)(2017) 30-36.
DOI: 10.1080/10916466.2016.1233246
Google Scholar
[8]
Lubarda V A, Benson D J, Meyers M A. Strain-rate effects in rheological models of inelastic response [J]. International Journal of Plasticity. 19(8) (2003) 1097-1118.
DOI: 10.1016/s0749-6419(02)00011-6
Google Scholar
[9]
Kießling R, Landgraf R, Scherzer R, et al. Introducing the concept of directly connected rheological elements by reviewing rheological models at large strains[J]. International Journal of Solids & Structures. 97-98 (2016) 650-667.
DOI: 10.1016/j.ijsolstr.2016.04.023
Google Scholar
[10]
Zhang J P, Pei J Z, Wang B G. Micromechanical-rheology model for predicting the complex shear modulus of bitumen mastic[J]. Advanced Materials Research. 168-170 (2010) 523-527.
DOI: 10.4028/www.scientific.net/amr.168-170.523
Google Scholar
[11]
Behzadfar E, Hatzikiriakos S G. Viscoelastic properties and constitutive modelling of bitumen [J]. Fuel. 108(11) (2013) 391-399.
DOI: 10.1016/j.fuel.2012.12.035
Google Scholar
[12]
Yu J Y, Cao Z L, Xue L H, et al. A material rheological model analyzer and the method to establish the material rheological model [P]. CN 105910958A, (2016).
Google Scholar
[13]
Cao W D, Liu S T, Cui X Z, et al. Effect of crumb rubber particle size and content on properties of crumb rubber modified (CRM) asphalt [J]. Applied Mechanics & Materials. 99-100 (2011) 955-959.
DOI: 10.4028/www.scientific.net/amm.99-100.955
Google Scholar