Experimental investigation of stress-strain characteristics of clays under repeated loading

dc.contributor.advisorGhazzaly, Osman I.
dc.contributor.committeeMemberBonar, Albert J.
dc.contributor.committeeMemberNorman, Carl E.
dc.creatorHa, Ho-Boo
dc.date.accessioned2022-11-01T21:56:53Z
dc.date.available2022-11-01T21:56:53Z
dc.date.copyright1971
dc.date.issued1973
dc.description.abstractDynamic triaxial tests are described in which repeated stress cycles were applied to fabricated specimens and to natural samples of clay. General considerations of dynamic triaxial testing of soils are reviewed and the results of a series of such tests are reported. Repeated loading tests indicated that the deformation of normally consolidated and overconsolidated clay specimens depended on the number of stress applications and was independent of the frequency of the stress applications. As the number of stress applications increased, the stress-strain loop and nonrecoverable deformations were larger. For natural clay samples, the greater the plasticity index or liquidity index, the larger were the deformations occurring at the same condition. Stress-strain-pore water pressure variations were dependent on the level of repeated stress. It was found that, for any particular consolidation history, a critical level of repeated stress existed, below which a state of nonfailure equilibrium was reached where the effective stress path curves formed closed hysteresis loops. An interesting feature of the test results was that a linear relationship between the magnitude of the repeated stress and the increase in pore water pressure existed for stress levels below the critical value. The values of pore water pressure coefficient A were calculated at a certain repeated stress level.
dc.description.departmentCivil and Environmental Engineering, Department of
dc.format.digitalOriginreformatted digital
dc.format.mimetypeapplication/pdf
dc.identifier.other13843517
dc.identifier.urihttps://hdl.handle.net/10657/12508
dc.language.isoen
dc.rightsThis item is protected by copyright but is made available here under a claim of fair use (17 U.S.C. Section 107) for non-profit research and educational purposes. Users of this work assume the responsibility for determining copyright status prior to reusing, publishing, or reproducing this item for purposes other than what is allowed by fair use or other copyright exemptions. Any reuse of this item in excess of fair use or other copyright exemptions requires express permission of the copyright holder.
dc.titleExperimental investigation of stress-strain characteristics of clays under repeated loading
dc.type.dcmiText
dc.type.genreThesis
dcterms.accessRightsThe full text of this item is not available at this time because it contains documents that are presumed to be under copyright and are accessible only to users who have an active CougarNet ID. This item will continue to be made available through interlibrary loan.
thesis.degree.collegeCollege of Engineering
thesis.degree.departmentCivil Engineering, Department of
thesis.degree.disciplineCivil Engineering
thesis.degree.grantorUniversity of Houston
thesis.degree.levelMasters
thesis.degree.nameMaster of Science
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