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dc.contributor.advisorMoshen M. Baligh.en_US
dc.contributor.authorLevadoux, Jacques-Noelen_US
dc.contributor.otherMassachusetts Institute of Technology. Dept. of Civil Engineering.en_US
dc.date.accessioned2007-05-16T18:24:47Z
dc.date.available2007-05-16T18:24:47Z
dc.date.issued1980en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/37365
dc.descriptionThesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1980.en_US
dc.descriptionMICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.en_US
dc.descriptionVita.en_US
dc.descriptionBibliography: p. 482-499.en_US
dc.description.statementofresponsibilityby Jacques-Noel Levadoux.en_US
dc.format.extent753 p.en_US
dc.language.isoengen_US
dc.publisherMassachusetts Institute of Technologyen_US
dc.rightsM.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission.en_US
dc.rights.urihttp://dspace.mit.edu/handle/1721.1/7582
dc.subjectCivil Engineering.en_US
dc.subject.lcshSoil penetration testen_US
dc.subject.lcshSoil consolidationen_US
dc.subject.lcshClay soilsen_US
dc.subject.lcshShear strength of soilsen_US
dc.subject.lcshPiling (Civil engineering)en_US
dc.titlePore pressures in clays due to cone penetrationen_US
dc.typeThesisen_US
dc.description.degreePh.D.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Dept. of Civil Engineering.en_US
dc.identifier.oclc07679644en_US


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