location: Current position: Xubin >> Scientific Research >> Paper Publications

A bounding surface model for overconsolidated clays with unified plastic potential function in triaxial and general stress state

Hits:

Date of Publication:2024-06-01

Journal:Computers and Geotechnics

Volume:172

ISSN No.:0266-352X

Key Words:3D stress conditions; Bounding surface model; Geotechnical engineering; Intermediate principal stress; Overconsolidated clays; Overconsolidation; Plastic potential function; Simple++; Stress condition; Stress state; Transformed stress method

Pre One:Dynamic reliability analysis of three-dimensional slopes considering the spatial variability in soil parameters

Next One:Jaya-ICSM: A rapid inverse method driven by monitoring data for concrete-faced rockfill dams static displacement simulation