Shear strength of Apus bamboo root reinforced soil

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DC Field	Value	Language
dc.contributor.author	Ma'ruf, M. Farid	-
dc.date.accessioned	2013-10-08T07:22:47Z	-
dc.date.available	2013-10-08T07:22:47Z	-
dc.date.issued	2013-10-08	-
dc.identifier.issn	0925-8574	-
dc.identifier.uri	http://repository.unej.ac.id/handle/123456789/1276	-
dc.description.abstract	Apus bamboo (Gigantochloa Apus) is one of predominant vegetation in Indonesia. Direct shear test with large box sample was utilized to investigate shear strength behavior of Apus bamboo reinforced soil. Soil-root volume ratio is proposed to quantify root density at soil mass. The results show that peak shear strength of bamboo root reinforced soil increase with increasing soil-root volume ratio. Their relationships could be approached linearly. Though soil-root volume ratio investigated was only up to 5%, it generated up to 55% additional peak shear strength	en_US
dc.language.iso	other	en_US
dc.relation.ispartofseries	Ecological Engineering;41 (2012)	-
dc.subject	Apus bamboo, Root reinforced soil, Soil-root volume ratio, Shear strength, Direct shear	en_US
dc.title	Shear strength of Apus bamboo root reinforced soil	en_US
dc.type	Article	en_US
Appears in Collections:	Fakultas Teknik

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