Driveability analysis of model piles in clay

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dc.contributor.advisorO'Neill, Michael W.
dc.contributor.committeeMemberGhazzaly, Osman I.
dc.contributor.committeeMemberDonaghey, Charles E.
dc.creatorPeterson, Edward Harold
dc.date.accessioned2022-10-14T21:08:58Z
dc.date.available2022-10-14T21:08:58Z
dc.date.issued1977
dc.description.abstractThis thesis contains the results of a driveability analysis on two model piles driven into compacted clay soils. Two different soils are used to represent reasonable upper and lower limits to liquid limit and plasticity index of Recent deposits found in the Gulf of Mexico. The model piles were instrumented to measure the compressive stress wave as it traveled down the pile after the hammer impact. [...]
dc.description.departmentCivil and Environmental Engineering, Department of
dc.format.digitalOriginreformatted digital
dc.format.mimetypeapplication/pdf
dc.identifier.other3821971
dc.identifier.urihttps://hdl.handle.net/10657/12299
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.titleDriveability analysis of model piles in clay
dc.type.dcmiText
dc.type.genreThesis
thesis.degree.collegeCullen College 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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