Method of Embankment Stability Analysis Taking into Account the Change in Undrained Shear Strength Caused by the Principal Stress Rotation in the Subsoil.

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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
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ISSN:20763417
DOI:10.3390/app16126267