Mica stabilization with lime, portland cement and lime-calcium carbonate

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dc.contributor.authorHsieh, Tai-Chouen
dc.contributor.committeechairKrebs, R. D.en
dc.contributor.committeememberMorris, Henry M.en
dc.contributor.committeememberPayne, William W.en
dc.contributor.committeememberParsons, William A.en
dc.contributor.departmentCivil Engineeringen
dc.date.accessioned2014-03-14T21:49:16Zen
dc.date.adate2012-11-09en
dc.date.available2014-03-14T21:49:16Zen
dc.date.issued1964-02-05en
dc.date.rdate2012-11-09en
dc.date.sdate2012-11-09en
dc.description.abstractResearch was conducted to study the unconfined compressive strength of a mica soil stabilized with various percentages of lime, Portland cement, and combinations of calcium hydroxide and calcium carbonate. In order to trace the calcium carbonate and calcium hydroxide in the stabilized soil, x-ray diffraction analyses, differential thermal analysis, and thermagravimetric analyses were made. Results show the appearance of calcium carbonate and absence of calcium hydroxide.en
dc.description.degreeMaster of Scienceen
dc.format.extent52 leavesen
dc.format.mediumBTDen
dc.format.mimetypeapplication/pdfen
dc.identifier.otheretd-11092012-040052en
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-11092012-040052/en
dc.identifier.urihttp://hdl.handle.net/10919/45550en
dc.publisherVirginia Techen
dc.relation.haspartLD5655.V855_1964.H742.pdfen
dc.relation.isformatofOCLC# 20950464en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1964.H742en
dc.subject.lcshLiming of soilsen
dc.subject.lcshSoil stabilizationen
dc.titleMica stabilization with lime, portland cement and lime-calcium carbonateen
dc.typeThesisen
dc.type.dcmitypeTexten
thesis.degree.disciplineCivil Engineeringen
thesis.degree.grantorVirginia Polytechnic Instituteen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Scienceen

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