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dc.contributor.authorKeramatikerman, Mahdi
dc.contributor.supervisorAmin Chegenizadehen_US
dc.date.accessioned2019-02-25T06:50:09Z
dc.date.available2019-02-25T06:50:09Z
dc.date.issued2018en_US
dc.identifier.urihttp://hdl.handle.net/20.500.11937/74932
dc.description.abstract

This thesis investigates the effect of two by-product binders consisted of ground granulated blast furnace slag (GGBFS), and flyash (FA) on liquefaction resistance of soil by performing a comprehensive series of preliminary and core experimental studies. Also, a series of constitutive analysis have been performed based on the experimental studies to approximate the correlations of soil’s particle shape and binder contents with monotonic liquefaction. The results showed that they can improve liquefaction strength of soil.

en_US
dc.publisherCurtin Universityen_US
dc.titleInvestigations into Effect of By-product Binders in Improvement of Cyclic Behaviour of Soilen_US
dc.typeThesisen_US
dcterms.educationLevelPhDen_US
curtin.departmentSchool of Civil and Mechanical Engineeringen_US
curtin.accessStatusFulltext not availableen_US
curtin.facultyScience and Engineeringen_US
dc.date.embargoEnd2020-12-12


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