SHEAR STRENGTH OF ANISOTROPICALLY CONSOLIDATED CLAYS

Please use this identifier to cite or link to this item: http://localhost:8081/jspui/handle/123456789/8162

Title:	SHEAR STRENGTH OF ANISOTROPICALLY CONSOLIDATED CLAYS
Authors:	Sinha, K. P.
Keywords:	CIVIL ENGINEERING;SHEAR STRENGTH;ANISOTROPICALLY CONSOLIDATED CLAYS;ANISOTROPICALLY CONSOLIDATED SOIL
Issue Date:	1967
Abstract:	Shear strength charecteristics of an anisotropically consolidated soil has been investigated.-Anisotropic consolida-tion was done in a 4°' diameter and 8" high consolidation rings► Consolidated undrained triaxial and unconfined compression tests were conducted on samples extracted at different inclinations, with horizontal (00, 300, 600 and 900) Compressive strength and cohesion component of shear strength were found to be maximum for vertical. samples and mini-mum for the samples inclined at an.glecC = 300 with the horizontal.
URI:	http://hdl.handle.net/123456789/8162
Other Identifiers:	M.Tech
Research Supervisor/ Guide:	Singh, Bhawani
metadata.dc.type:	M.Tech Dessertation
Appears in Collections:	MASTERS' THESES (Civil Engg)

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