dc.contributor.authorNguyen, Cong Thang
dc.date.accessioned2012-07-27T01:27:27Z
dc.date.accessioned2017-07-23T08:27:29Z
dc.date.available2012-07-27T01:27:27Z
dc.date.available2017-07-23T08:27:29Z
dc.date.copyright2012en_US
dc.date.issued2012
dc.identifier.citationNguyen, C. T. (2012). Elasto-plastic constitutive relations and coupled formulations for unsaturated soils. Doctoral thesis, Nanyang Technological University, Singapore.
dc.identifier.urihttp://hdl.handle.net/10356/50611
dc.description.abstractIn this study, elasto-plastic constitutive relations for unsaturated soil were proposed. Coupled formulations were also formulated based on the proposed elasto-plastic constitutive relations. The experimental data available in literature and in this study were used to verify the proposed elasto-plastic constitutive relations.en_US
dc.format.extent284 p.en_US
dc.language.isoenen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnicalen_US
dc.titleElasto-plastic constitutive relations and coupled formulations for unsaturated soilsen_US
dc.typeThesis
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.contributor.supervisorHarianto Rahardjoen_US
dc.description.degreeDOCTOR OF PHILOSOPHY (CEE)en_US


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