2016
DOI: 10.17577/ijertv5is110309
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Experimental Investigation of Stone Mastic Asphalt with Sisal Fiber

Abstract: In the present study, an attempt has been made to study the engineering properties of mixtures of stone matrix asphalt made with conventional bitumen 60/70 with a nonconventional natural fibre, namely sisal fibre. The binders in different proportions are used for preparation of mixes with a selected aggregate grading to find OBC. The optimum binder content is determined by keeping the suggested air voids content in the mix. The fibre is added to OBC and two other bitumen concentrations closest to it. For this,… Show more

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Cited by 3 publications
(3 citation statements)
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“…Papers [85][86][87] have investigated the properties of SMA mixes with coir fibers and compared them with other types of natural fibers. The coir fibers were added to asphalt concrete mixtures at different percentages by weight.…”
Section: Coconut or Coir Fibersmentioning
confidence: 99%
“…Papers [85][86][87] have investigated the properties of SMA mixes with coir fibers and compared them with other types of natural fibers. The coir fibers were added to asphalt concrete mixtures at different percentages by weight.…”
Section: Coconut or Coir Fibersmentioning
confidence: 99%
“…BABY et al [34] proved that waste carpet fibers could be an alternative option as stabilizing additives in SMA pavements. RAHMAN et al [35] and SHEKAR et al [36] stated that sugar cane high density polyethylene, marble quarry waste, building demolition waste, crushed rubber, cooking oil, palm oil fuel ash, coco-nut, sisal, cellulose and polyester fiber, starch, plastic bottle, waste glass, waste brick, waste ceramics, waste volatile ash and various wastes such as cigarette butts would play an important role in reducing the costs of asphalt pavement and reducing environmental pollution by eliminating the wastes in the asphalt industry for a sustainable future.…”
Section: Introductionmentioning
confidence: 98%
“…Stone Matrix Asphalt (SMA) is a type of asphalt concrete with 70% to 80% coarse aggregate and 11% filler [1,2]. SMA mixtures are more resilient to deformation, has a higher skid resistance due to high coarse aggregate content.…”
Section: Introductionmentioning
confidence: 99%