2019
DOI: 10.1016/j.conbuildmat.2019.01.045
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Recycled and rubberized SMA modified mixtures: A comparison between polymer modified bitumen and modified fibres

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Cited by 39 publications
(21 citation statements)
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“…These combined copolymer blends included SBS, SEBS, EVA, LDPE, LLDPE, RLLDPE and CR, as shown in Table 1, whereby "B" refers to blend and "M" to mix (e.g., B1M1 is blend 1 mix 1). The content of each polymer for the hybrid blends was selected based on commonly used polymer contents to modify bitumen by previous research [42][43][44][45][46]. A recent review by Behnood and Gharehveran stated that the most commonly used polymer additives are between 4-6% by weight of asphalt binder.…”
Section: Methodsmentioning
confidence: 99%
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“…These combined copolymer blends included SBS, SEBS, EVA, LDPE, LLDPE, RLLDPE and CR, as shown in Table 1, whereby "B" refers to blend and "M" to mix (e.g., B1M1 is blend 1 mix 1). The content of each polymer for the hybrid blends was selected based on commonly used polymer contents to modify bitumen by previous research [42][43][44][45][46]. A recent review by Behnood and Gharehveran stated that the most commonly used polymer additives are between 4-6% by weight of asphalt binder.…”
Section: Methodsmentioning
confidence: 99%
“…B1, B2, B3, and B4 are the polymeric blends between plastomers and SBS with three different percentage combinations (i.e., M1, M2, and 3.1.1. Tensile Test: The Interaction between Plastomers and SBS Plastomers (i.e., LDPE, LLDPE, EVA) have been suggested to increase the stiffness of the material [43], while elastomers (i.e., SBS, SEBS) are known to contribute more to the elastic behaviour [44]. Young's modulus is used to characterize the stiffness, while the elongation reflects the elastic characteristics.…”
Section: Tensile Test: the Interaction Between Plastomers And Sbsmentioning
confidence: 99%
“…The grading distribution is presented in Figure 2 and Table 2, while the rheological properties of the used bitumen are reported in Table 3. Based on previous studies and laboratory tests on the same SMA mix design, the optimum binder content was fixed at 6% on the weight of aggregates, while the amount of filler was 10% on the weight of aggregates [38].…”
Section: Sma MIX Designmentioning
confidence: 99%
“…Shell handbook [87] explained its behavior as an “elastic mineral aggregate”. Eskandarsefat et al [88], presented a new procedure to add crumb rubber with cellulose fibers to analyze the composite behavior; it was stated that rubber increases the ductility and also improves the stiffness of the mix at high temperatures. Sangiorgi et al [57] presented a study of adding crumb rubber to PAMs.…”
Section: Additivesmentioning
confidence: 99%
“…If cellulose fibers are well dispersed, a high absorption of binder by cellulose fibers is observed, which may be responsible for lesser binder drainage and lesser permeability. Eskandarsefat et al [88] found that the mixtures with cellulose fibers exhibited high Marshal stability due to the high binder absorption ability of cellulose fibers.…”
Section: Additionsmentioning
confidence: 99%