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dc.contributor.advisorMoshen M. Baligh.en_US
dc.contributor.authorVivatrat, Vitoonen_US
dc.date.accessioned2005-08-03T22:08:42Z
dc.date.available2005-08-03T22:08:42Z
dc.date.copyright1978en_US
dc.date.issued1978en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/16208
dc.descriptionThesis. 1978. Sc.D.--Massachusetts Institute of Technology. Dept. of Civil Engineering.en_US
dc.descriptionMICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.en_US
dc.descriptionBibliography: leaves 416-426.en_US
dc.format.extent2 v. (427 leaves)en_US
dc.format.extent19368555 bytes
dc.format.extent19368314 bytes
dc.format.mimetypeapplication/pdf
dc.format.mimetypeapplication/pdf
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 and Environmental Engineeringen_US
dc.subject.lcshSoil penetration testen_US
dc.subject.lcshClay soils Testingen_US
dc.subject.lcshShear strength of soilsen_US
dc.titleCone penetration in clays.en_US
dc.typeThesisen_US
dc.description.degreeSc.D.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc06169698en_US


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