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Damage function and a masonry model for Loess
| Content Provider | Scilit |
|---|---|
| Author | Shen, Z. J. Hu, Z. Q. |
| Copyright Year | 2020 |
| Description | Natural soils usually have their peculiar structure and their behavior cannot be properly modeled by traditional elasto-plastic theory. In this paper a so-called masonry model is proposed in which a damage function is defined and used in parallel with the yield function to predict the deformation of natural loess during loading and wetting. Book Name: Unsaturated Soils for Asia |
| Related Links | https://api.taylorfrancis.com/content/chapters/edit/download?identifierName=doi&identifierValue=10.1201/9781003078616-19&type=chapterpdf |
| Ending Page | 146 |
| Page Count | 4 |
| Starting Page | 143 |
| DOI | 10.1201/9781003078616-19 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2020-09-10 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Unsaturated Soils for Asia Software Engineering Plastic Behavior Damage Function Masonry Model Structure Natural Loess |
| Content Type | Text |
| Resource Type | Chapter |