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dc.contributor.authorAl-Rkaby, Alaa H J
dc.contributor.supervisorProf. Hamid Nikrazen_US
dc.date.accessioned2018-08-02T07:24:45Z
dc.date.available2018-08-02T07:24:45Z
dc.date.issued2018
dc.identifier.urihttp://hdl.handle.net/20.500.11937/69352
dc.description.abstract

Soil reinforcement is widely used in many geo-structures that induce complex anisotropic conditions, i.e. principal stresses with different directions α, different intermediate principal stress parameters b and/or cyclic rotation of the principal stress direction. The Results of this thesis improve the understanding of anisotropic three-dimensional stress states, σ1 ≠ σ2 ≠ σ3, on the characterization of reinforced sand so that solid designs and analyses of reinforced geostructures can be achieved.

en_US
dc.publisherCurtin Universityen_US
dc.titleAnisotropic Characterisation of Reinforced Sanden_US
dc.typeThesisen_US
dcterms.educationLevelPhDen_US
curtin.departmentDepartment of Civil Engineeringen_US
curtin.accessStatusFulltext not availableen_US
curtin.facultyScience and Engineeringen_US
dc.date.embargoEnd2021-07-26


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