Investigations on Stone Matrix Asphalt Mixes by Utilizing Slag and Cellulose Fiber

dc.contributor.authorMarathe, S.
dc.contributor.authorAkarsh, P.K.
dc.contributor.authorBhat, A.K.
dc.contributor.authorMahesh Kumar, M.
dc.date.accessioned2026-02-06T06:35:09Z
dc.date.issued2023
dc.description.abstractStone Matrix Asphalt (SMA) has become one of the most admired Asphalt Pavement layers due to its superior deformation-resistant capacity through a coarse stone skeleton providing more stone-on-stone contact than the other Dense Graded Asphalt (DGA) mixes. SMA has proved superior on heavily trafficked roads and in industrial applications. SMA has distinct advantages as a Surfacing, due to its potential for high resistance to fatigue and rutting. In the present study, the SMA specimens were prepared by incorporating Ground Granulated Blast Furnace Slag (GGBS) as filler and the Marshall properties were studied. Further, for the optimum Marshall mix (containing 2.5% of GGBS), the cellulose fiber was added. The results have shown that the maximum strength was obtained for the SMA mix containing 7% of bitumen content with 2.5% of GGBFS and 0.3% of cellulose fiber. © 2023, The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
dc.identifier.citationLecture Notes in Civil Engineering, 2023, Vol.261, , p. 253-259
dc.identifier.issn23662557
dc.identifier.urihttps://doi.org/10.1007/978-981-19-2273-2_17
dc.identifier.urihttps://idr.nitk.ac.in/handle/123456789/29688
dc.publisherSpringer Science and Business Media Deutschland GmbH
dc.subjectCellulose fiber
dc.subjectGround granulated blast furnace slag (GGBS)
dc.subjectMarshall stability
dc.subjectStone matrix asphalt (SMA)
dc.titleInvestigations on Stone Matrix Asphalt Mixes by Utilizing Slag and Cellulose Fiber

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