Efficient and conservative estimation reliability analysis of strip footing on spatially variable c - ϕ soil using random finite element limit analysis

The study deals with reliability analysis of strip foundation on spatially variable c - ϕ soil. The spatial variability of soil strength parameters, namely cohesion c and friction angle ϕ is modelled using anisotropic uncorrelated random fields, generated with the Fourier series method. Random finit...

Full description

Saved in:
Bibliographic Details
Main Authors: Szabowicz Hubert, Kawa Marek, Puła Wojciech
Format: Article
Language:English
Published: Sciendo 2025-02-01
Series:Studia Geotechnica et Mechanica
Subjects:
Online Access:https://doi.org/10.2478/sgem-2025-0002
Tags: Add Tag
No Tags, Be the first to tag this record!