Method of Embankment Stability Analysis Taking into Account the Change in Undrained Shear Strength Caused by the Principal Stress Rotation in the Subsoil.
Saved in:
| Title: | Method of Embankment Stability Analysis Taking into Account the Change in Undrained Shear Strength Caused by the Principal Stress Rotation in the Subsoil. |
|---|---|
| Authors: | Wrzesiński, Grzegorz1, grzegorz_wrzesinski@sggw.edu.pl, Pawluk, Katarzyna1, Lendo-Siwicka, Marzena1, Szymanek, Sylwia1 |
| Source: | Applied Sciences (2076-3417); Jun2026, Vol. 16 Issue 12, p6267, 20p |
| Database: | Applied Science & Technology Source |
|
Full text is not displayed to guests.
Login for full access.
|
|
| ISSN: | 20763417 |
|---|---|
| DOI: | 10.3390/app16126267 |