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dc.contributor.advisorJeung-hwah, Doh
dc.contributor.advisorOh, Erwin
dc.contributor.authorBolton, Mark William
dc.date.accessioned2018-01-23T02:16:07Z
dc.date.available2018-01-23T02:16:07Z
dc.date.issued2014
dc.identifier.doi10.25904/1912/2917
dc.identifier.urihttp://hdl.handle.net/10072/365243
dc.description.abstractThis thesis provides a detailed study on optimisation of cementitous treated soft clay soils in the South East Queensland region. A comparative study has been performed comparing the behaviour of cement and lime treated compressible clays from both Bangkok and South East Queensland. The purpose of the comparative study was to evaluate change in strength properties of treated soft clay soil as well as providing parameters for case studies using different analysis methods. This thesis compares the behaviour of soft clay treated with cementitous materials in South East Queensland and Bangkok. Overall it was concluded that the addition of cement and lime has favourable effects on the strength characteristics of South East Queensland soft clays.
dc.languageEnglish
dc.publisherGriffith University
dc.publisher.placeBrisbane
dc.rights.copyrightThe author owns the copyright in this thesis, unless stated otherwise.
dc.subject.keywordsSoft clay soils, Queensland
dc.subject.keywordsCementitous materials in clay soils
dc.titleSoil Improvement Using Optimised Cementitous Materilas Design
dc.typeGriffith thesis
gro.facultyScience, Environment, Engineering and Technology
gro.rights.copyrightThe author owns the copyright in this thesis, unless stated otherwise.
gro.hasfulltextFull Text
dc.rights.accessRightsPublic
gro.identifier.gurtIDgu1443498028073
gro.source.ADTshelfnoADT0
gro.source.GURTshelfnoGURT
gro.thesis.degreelevelThesis (PhD Doctorate)
gro.thesis.degreeprogramDoctor of Philosophy (PhD)
gro.departmentGriffith School of Engineering
gro.griffith.authorBolton, Mark W.


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