Shear strength of Apus bamboo root reinforced soil

Please use this identifier to cite or link to this item: https://repository.unej.ac.id/xmlui/handle/123456789/1276

Title:	Shear strength of Apus bamboo root reinforced soil
Authors:	Ma'ruf, M. Farid
Keywords:	Apus bamboo, Root reinforced soil, Soil-root volume ratio, Shear strength, Direct shear
Issue Date:	8-Oct-2013
Series/Report no.:	Ecological Engineering;41 (2012)
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
URI:	http://repository.unej.ac.id/handle/123456789/1276
ISSN:	0925-8574
Appears in Collections:	Fakultas Teknik

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Shear strength of Apus.xlsx		9.1 kB	Microsoft Excel XML	View/Open

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