An experimental method for determination of poissons ratio in soils.

Coronel Ramirez, Julian

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dc.contributor.advisor	Lohnes, Robert A., Director
dc.contributor.author	Coronel Ramirez, Julian
dc.creator	Espol
dc.date.accessioned	2018-10-01T16:19:26Z
dc.date.available	2018-10-01T16:19:26Z
dc.date.issued	1969
dc.identifier.citation	Coronel, J. (1969). An experimental method for determination of poissons ratio in soils.Trabajo final para la obtención del título: Ingeniero en Petróleo. ESPOL. FICT, Iowa City. 79 páginas
dc.identifier.uri	http://www.dspace.espol.edu.ec/xmlui/handle/123456789/45305
dc.description	The theory of elasticity furnishes equations that tie together the stresses and displacernents induced in an elastic body by the action of exterior causes. its target is to determine the intensity and orientation of these stresses and displacernents at any point. when a cylindrical elastic body is subjected to axial tension or compressions along the longitudinal axis, without lateral constraint, the elastic solution yields: aawz = e: = i a + jj 2μ 2 + 3>-μ f where: w = vertical displacement e:q, = strain per unit of height a and jj = lame's elastic constants. a and μ are the only two independent constants that appear relating the stresses and strains in the general elastic equations. μ is also called the shear modulus. it relates the shear stress to the shear strain through the expression: t = μy where: t = shear stress y= shear strain f = unit compressive or tensile force.
dc.format	application/pdf
dc.format.extent	79 página
dc.language.iso	spa
dc.publisher	ESPOL. FICT
dc.rights	openAccess
dc.subject	Ensayos de suelo
dc.subject	Coeficiente de poisson
dc.title	An experimental method for determination of poissons ratio in soils.
dc.type	bachelorThesis
dc.identifier.codigoespol	T-67444
dc.description.city	Iowa City
dc.description.degree	Ingeniero en Petróleo