Show simple item record

dc.contributor.advisorRobert V. Whitman.en_US
dc.contributor.authorRichardson, Archie Merrillen_US
dc.date.accessioned2012-09-13T18:50:42Z
dc.date.available2012-09-13T18:50:42Z
dc.date.issued1963en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/72783
dc.descriptionThesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1963.en_US
dc.descriptionMICROFICHE COPY AVAILABLE IN ENGINEERING.en_US
dc.descriptionIncludes bibliographical references (leaves 114-115).en_US
dc.description.statementofresponsibilityby Archie Merrill Richardson, Jr.en_US
dc.format.extent1 v. in various pagingsen_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 and Environmental Engineeringen_US
dc.titleThe relationship of the effective stress-strain behavior of a saturated clay to the rate of strainen_US
dc.typeThesisen_US
dc.description.degreeSc.D.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc33958519en_US


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record