Retrieved from Iss. 117, P. 2, 2025
Pages 137 -146
Received 03.02.2025
Revised 27.05.2025
Accepted 24.06.2025
Retrieved from Iss. 117, P. 2, 2025
Pages 137 -146
Abstract
The article examines the conditions under which silty and sandy soils transition to the ultimate and beyond-limit strength state under additional loading from earth structures. Errors in calculations using different strength coefficients are analyzed, and their limits for soils with varying internal friction angles are determined. The conditions for creep deformation and its potential development in weak soil layers are discussed. Analytical relationships for estimating the settlement rate of compressible layers are proposed, which have practical significance for assessing the performance of foundations and slopes of earth structures
Keywords:
soil, deformation, landslide, silty soil, strength, load, stress, embankment, settlement, assessment, plasticity, limit state, stability, pressure, operating conditions