Non-linear settlement calculation method based on soil parameters obtained from pressuremeter tests
In the conventional calculation method for foundation settlement, there is a certain error between the calculation parameters determined by laboratory tests and the actual soil parameters, which leads to a large difference between prediction and reality. To overcome this shortcoming and consider the...
Guardat en:
| Autor principal: | |
|---|---|
| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2020-11-01
|
| Col·lecció: | Yantu gongcheng xuebao |
| Matèries: | |
| Accés en línia: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE2020S1008 |
| Etiquetes: |
Sense etiquetes, Sigues el primer a etiquetar aquest registre!
|