Influence of waste tire rubber fibers on swelling behavior, unconfined compressive strength and ductility of cement stabilized bentonite clay soil

•The Dry density decrease when tire rubber fiber content and cement increase.•The Liquid limits decreases when tire rubber fiber and cement are increasing.•The swell potentials and swelling pressure decrease with increasing fiber ratio.•The UCS of stabilized clayey soil increases with increasing tir...

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Veröffentlicht in:Construction & building materials 2019-05, Vol.208, p.304-313
Hauptverfasser: Bekhiti, Melik, Trouzine, Habib, Rabehi, Mohamed
Format: Artikel
Sprache:eng
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