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Generalized pore pressure model considering damage for unsaturated soil
| Content Provider | Scilit |
|---|---|
| Author | Luo, X. H. |
| Copyright Year | 2020 |
| Description | Most of unsaturated soil has notable structure. Them shear failure is closely relevant to structural damage. In this paper, from the idea of generalized pore pressure (Shen Z J 1997), elastic-plastic constitutive equation considering damage for unsaturated soil is created by the definition of damage variable on the base of the datum of soil test. A compositive model for between matric suction and axial strain is proposed. Finally, a slope of unsaturated soil, as an example, is taken to calculate, which shows application of suggested method. Book Name: Unsaturated Soils for Asia |
| Related Links | https://api.taylorfrancis.com/content/chapters/edit/download?identifierName=doi&identifierValue=10.1201/9781003078616-17&type=chapterpdf |
| Ending Page | 136 |
| Page Count | 6 |
| Starting Page | 131 |
| DOI | 10.1201/9781003078616-17 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2020-09-10 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Unsaturated Soils for Asia Plastic Structural Unsaturated Soil Constitutive |
| Content Type | Text |
| Resource Type | Chapter |