Application of an improved non-stationary random field model in the random seismic response analysis of a rebuilt landslide dam
Release Time:2025-11-04 Hits:
Indexed by: Journal Papers
Document Code: 394109
Date of Publication: 2024-08-10
Journal: COMPUTERS AND GEOTECHNICS
Volume: 172
ISSN: 0266-352X
Key Words: FINITE-ELEMENT-METHOD; FLUCTUATION; PARAMETERS; RELIABILITY-ANALYSIS; SCALE; SLOPE; SOIL; SPATIAL VARIABILITY; UNDRAINED SHEAR-STRENGTH