Bearing capacity of circular footing supported on coir fiber-reinforced soil

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DC Field	Value	Language
dc.contributor.author	Roy, Nishant	-
dc.date.accessioned	2022-12-21T06:38:58Z	-
dc.date.available	2022-12-21T06:38:58Z	-
dc.date.issued	2017-04	-
dc.identifier.uri	https://www.tandfonline.com/doi/abs/10.1080/19386362.2017.1334741?journalCode=yjge20	-
dc.identifier.uri	http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/7998	-
dc.description.abstract	A series of triaxial compression tests on sandy soils reinforced with varying percentages of coir fibers have been numerically simulated to observe its effect on the elastic properties and friction angle of the sand. Test results indicated that with increase in fiber content, the elastic properties and friction angle of soil improved significantly. Three dimensional numerical investigation has also been carried out to investigate the load settlement characteristics of a circular footing resting on fiber-reinforced sand using the properties obtained from the triaxial simulations. This study provides an insight into the effectiveness of addition of coir fibers in the sand of different strengths on the bearing capacity of circular footing.	en_US
dc.language.iso	en	en_US
dc.publisher	Taylor & Francis	en_US
dc.subject	Civil Engineering	en_US
dc.subject	Coir fiber	en_US
dc.subject	Sandy soils	en_US
dc.subject	Triaxial test	en_US
dc.subject	Bearing Capacity	en_US
dc.title	Bearing capacity of circular footing supported on coir fiber-reinforced soil	en_US
dc.type	Article	en_US
Appears in Collections:	Department of Civil Engineering

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