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Elasto-plastic dynamic response of fill-type dams: Total stress and effective stress analyses
| Content Provider | Scilit |
|---|---|
| Author | Tanaka, T. |
| Copyright Year | 2018 |
| Description | The solutions of boundary value problems involving strain-softening material property are full of serious difficulties from both modeling of strain-localization and a viewpoint of numerical procedure. Mesh size-dependent hardening modulus is considered to alleviate the mesh size-dependency of the solution. The elasto-plastic soil model with kinematic hardening model considering the cumulative deformation by cyclic loading is developed. In finite element analyses, the dynamic relaxation method combined with the generalized return-mapping algorithm is applied to the static drained and undrained triaxial tests and plane strain tests. The dynamic progressive failure analysis of rockfill dam is carried out. Book Name: Validation of Dynamic Analyses of Dams and Their Equipment |
| Related Links | https://api.taylorfrancis.com/content/chapters/edit/download?identifierName=doi&identifierValue=10.1201/9780429491160-14&type=chapterpdf |
| Ending Page | 341 |
| Page Count | 29 |
| Starting Page | 313 |
| DOI | 10.1201/9780429491160-14 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2018-06-27 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Validation of Dynamic Analyses of Dams and Their Equipment Geological Engineering Stress Hardening Strain Plastic Mesh Size Considered Elasto |
| Content Type | Text |
| Resource Type | Chapter |
