Uncertainty Analysis of Creep Behavior of Compacted Loess and a Non-Deterministic Predication Method for Post-Construction Settlement of a High-Fill Embankment

Uncertainty Analysis of Creep Behavior of Compacted Loess and a Non-Deterministic Predication Method for Post-Construction Settlement of a High-Fill Embankment

Property of geotechnical materials has inherent uncertainty due to the complex formation process and inevitable test error. However, existing long-term deformation prediction methods for geotechnical structure such as a filling embankment are deterministic, which ignores the uncertainty of soil prop...

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Bibliographic Details
Main Authors: Yi-Li Yuan, Chang-Ming Hu, Yuan Mei, Fang-Fang Wang, Ge Wang
Format: Article
Language:English
Published: MDPI AG 2023-04-01
Series:Buildings
Subjects:
non-deterministic predication
material uncertainty
post-construction settlement
compacted loess
creep behavior
modified merchant model
Online Access:https://www.mdpi.com/2075-5309/13/5/1118

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