Elasto-plastic constitutive relations and coupled formulations for unsaturated soils

• المؤلف الرئيسي: Nguyen, Cong Thang
• مؤلفون آخرون: Harianto Rahardjo
• التنسيق: Theses and Dissertations
• اللغة: English
• منشور في: 2012
• الموضوعات: DRNTU::Engineering::Civil engineering::Geotechnical
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/50611
• المؤسسة: Nanyang Technological University

In 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-plas...