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Prediction of in situ consolidation parameters of Boston Blue Clay

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dc.contributor.advisor Mohsen M. Baligh and Amr S. Azzouz. en_US
dc.contributor.author Ghantous, Imad Botros en_US
dc.contributor.other Massachusetts Institute of Technology. Dept. of Civil Engineering. en_US
dc.date.accessioned 2012-09-13T18:43:20Z
dc.date.available 2012-09-13T18:43:20Z
dc.date.copyright 1982 en_US
dc.date.issued 1982 en_US
dc.identifier.uri http://hdl.handle.net/1721.1/72713
dc.description Thesis (Civ.E)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982 en_US
dc.description MICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING. en_US
dc.description Bibliography: leaves 585-594. en_US
dc.description.statementofresponsibility by Imad Botros Ghantous. en_US
dc.format.extent 2 v. (1-5 leaves, 6-477 p., 478-497 leaves, 498-819 p.) en_US
dc.language.iso eng en_US
dc.publisher Massachusetts Institute of Technology en_US
dc.rights M.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.uri http://dspace.mit.edu/handle/1721.1/7582 en_US
dc.subject Civil Engineering. en_US
dc.subject.lcsh Soil consolidation en_US
dc.subject.lcsh Clay soils en_US
dc.subject.lcsh Soil permeability en_US
dc.subject.lcsh Settlement of structures en_US
dc.title Prediction of in situ consolidation parameters of Boston Blue Clay en_US
dc.type Thesis en_US
dc.description.degree Civ.E en_US
dc.contributor.department Massachusetts Institute of Technology. Dept. of Civil Engineering. en_US
dc.identifier.oclc 09261813 en_US


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