One-Dimensional Consolidation of Double-Layered Foundation with Depth-Dependent Initial Excess Pore Pressure and Additional Stress
A model for one-dimensional consolidation of a double-layered foundation considering the depth-dependent initial excess pore pressure and additional stress and time-dependent loading under different drainage conditions was presented in this study and its general analytical solution was deduced. The...
| Autori principali: | , , , |
|---|---|
| Natura: | Articolo |
| Lingua: | English |
| Pubblicazione: |
Wiley
2015-01-01
|
| Serie: | Advances in Materials Science and Engineering |
| Accesso online: | http://dx.doi.org/10.1155/2015/618717 |