An Experimental Method For Determination Of Poissons Ratio In Soils

dc.contributorLohnes, Robert A., Director
dc.creatorEspol
dc.creatorCoronel Ramirez, Julian
dc.date2018-10-01T16:19:26Z
dc.date2018-10-01T16:19:26Z
dc.date1969
dc.date.accessioned2023-08-09T16:37:12Z
dc.date.available2023-08-09T16:37:12Z
dc.identifierCoronel, 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.identifierhttp://www.dspace.espol.edu.ec/xmlui/handle/123456789/45305
dc.identifierD-67444
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/8127202
dc.descriptionThe 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.descriptionIowa City
dc.descriptionIngeniero en Petróleo
dc.formatapplication/pdf
dc.format79 P.
dc.formatapplication/pdf
dc.languagespa
dc.publisherESPOL. FICT
dc.rightsopenAccess
dc.subjectEnsayos de Suelo
dc.subjectCoeficiente de Poisson
dc.titleAn Experimental Method For Determination Of Poissons Ratio In Soils
dc.typebachelorThesis


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