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 |
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Hauptverfasser: | , , , , |
Format: | Artikel |
Sprache: | eng |
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