Probabilistic assessment of passive earth pressures considering spatial variability of soil parameters and design factors

Probabilistic assessment of passive earth pressures considering spatial variability of soil parameters and design factors

Abstract The stability design of soil structures, such as retaining walls, has traditionally relied on deterministic analyses that use averaged soil parameters. However, modern computational advances, particularly Monte Carlo simulations (MCs), have highlighted the limitations of this approach. Engi...

Full description

Saved in:
Bibliographic Details
Main Authors: Jim Shiau, Tan Nguyen, Thinh Pham-Tran-Hung, Jun Sugawara
Format: Article
Language:English
Published: Nature Portfolio 2025-02-01
Series:Scientific Reports
Subjects:
Random field
Probabilistic analysis
Limit analysis
Earth pressures
Design charts
Online Access:https://doi.org/10.1038/s41598-025-87989-3
Tags: Add Tag
No Tags, Be the first to tag this record!

Internet

https://doi.org/10.1038/s41598-025-87989-3

Similar Items