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dc.contributor.advisorWilliam Allen Marr.en_US
dc.contributor.authorVon Rosenvinge, Theodoreen_US
dc.contributor.otherMassachusetts Institute of Technology. Department of Civil Engineering.en_US
dc.date.accessioned2014-04-25T15:46:17Z
dc.date.available2014-04-25T15:46:17Z
dc.date.copyright1980en_US
dc.date.issued1980en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/86245
dc.descriptionThesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1980.en_US
dc.descriptionMICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.en_US
dc.descriptionBibliography: leaves 163-166.en_US
dc.description.statementofresponsibilityby Theodore von Rosenvinge IV.en_US
dc.format.extent183 leavesen_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/1721.1/7582en_US
dc.subjectCivil Engineering.en_US
dc.subject.lcshExcavationen_US
dc.subject.lcshDeformations (Mechanics)en_US
dc.subject.lcshSoil percolationen_US
dc.subject.lcshShear strength of soils Testingen_US
dc.subject.lcshFinite element methoden_US
dc.titleA method to predict deformations for partially drained conditions in braced excavationsen_US
dc.typeThesisen_US
dc.description.degreeM.S.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil Engineeringen_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc07647189en_US


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