| ATTRIBUTE | VALUE |
|---|
| type | A |
| database id | 9031 |
| title | Modelling of the response of partially saturated non-cohesive soils subjected to undrained loading |
| authors | Świdziński W.1, Mierczyński J.1, Smyczyński M.1 |
| affiliations | |
| pages | 11 — 29 |
| DOI | 10.1515/heem-2018-0002 |
| full text link | https://www.sciendo.com/article/10.1515/heem-2018-0002 |
| keywords | partial saturation, undrained conditions, incremental equations |
| abstracts | The paper deals with the modelling of the undrained response of non-cohesive partially satu-rated soils subjected to triaxial compression. The model proposed is based on an incrementalequation describing the pre-failure response of non-cohesive soils during shearing. The origi-nal model, developed by Sawicki, was modified by taking into account pore fluid compressibil-ity. The governing equation makes it possible to simulate effective stress paths under undrainedconditions. Numerical results are compared with experimental data. |
| attributes | [reviewed] [scientific] |
| language | en |
| PART OF |
|---|
| type | C |
| database id | 9025 |
| year | 2018 |
| series | Archives of Hydro-Engineering and Environmental Mechanics |
| issue | Vol. 65, No. 1 |