DSpace Repository

An Experimental Method For Determination Of Poissons Ratio In Soils

Show simple item record

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 p.
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 P.
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 D-67444
dc.description.city Iowa City
dc.description.degree Ingeniero en Petróleo

Files in this item

This item appears in the following Collection(s)

Show simple item record

Search DSpace

Advanced Search


My Account