Elasto-plastic constitutive relations and coupled formulations for unsaturated soils
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...
محفوظ في:
| المؤلف الرئيسي: | |
|---|---|
| مؤلفون آخرون: | |
| التنسيق: | Theses and Dissertations |
| اللغة: | English |
| منشور في: |
2012
|
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://hdl.handle.net/10356/50611 |
| الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
| المؤسسة: | Nanyang Technological University |
| اللغة: | English |
| id |
sg-ntu-dr.10356-50611 |
|---|---|
| record_format |
dspace |
| spelling |
sg-ntu-dr.10356-506112023-03-03T19:27:57Z Elasto-plastic constitutive relations and coupled formulations for unsaturated soils Nguyen, Cong Thang Harianto Rahardjo School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical 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-plastic constitutive relations. Doctor of Philosophy (CEE) 2012-07-27T01:27:27Z 2012-07-27T01:27:27Z 2012 2012 Thesis Nguyen, C. T. (2012). Elasto-plastic constitutive relations and coupled formulations for unsaturated soils. Doctoral thesis, Nanyang Technological University, Singapore. https://hdl.handle.net/10356/50611 10.32657/10356/50611 en 284 p. application/pdf |
| institution |
Nanyang Technological University |
| building |
NTU Library |
| continent |
Asia |
| country |
Singapore Singapore |
| content_provider |
NTU Library |
| collection |
DR-NTU |
| language |
English |
| topic |
DRNTU::Engineering::Civil engineering::Geotechnical |
| spellingShingle |
DRNTU::Engineering::Civil engineering::Geotechnical Nguyen, Cong Thang Elasto-plastic constitutive relations and coupled formulations for unsaturated soils |
| description |
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-plastic constitutive relations. |
| author2 |
Harianto Rahardjo |
| author_facet |
Harianto Rahardjo Nguyen, Cong Thang |
| format |
Theses and Dissertations |
| author |
Nguyen, Cong Thang |
| author_sort |
Nguyen, Cong Thang |
| title |
Elasto-plastic constitutive relations and coupled formulations for unsaturated soils |
| title_short |
Elasto-plastic constitutive relations and coupled formulations for unsaturated soils |
| title_full |
Elasto-plastic constitutive relations and coupled formulations for unsaturated soils |
| title_fullStr |
Elasto-plastic constitutive relations and coupled formulations for unsaturated soils |
| title_full_unstemmed |
Elasto-plastic constitutive relations and coupled formulations for unsaturated soils |
| title_sort |
elasto-plastic constitutive relations and coupled formulations for unsaturated soils |
| publishDate |
2012 |
| url |
https://hdl.handle.net/10356/50611 |
| _version_ |
1759856654190379008 |