Experimental investigation of the shear behaviour of hemp and rice husk-based concretes using triaxial compression

•Plant-based concretes were tested under triaxial compression after 60days of curing.•Both shear banding and localised bulging occurred for hemp concrete.•Shear banding was a consistent failure mode for rice husk concrete.•The predominant influence of the aggregate type on the peak friction angle wa...

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Veröffentlicht in:Construction & building materials 2017-07, Vol.143, p.621-632
Hauptverfasser: Chabannes, Morgan, Becquart, Frédéric, Garcia-Diaz, Eric, Abriak, Nor-Edine, Clerc, Laurent
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Sprache:eng
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