Application of Hardening State Parameter Constitutive Model for Prediction of Overconsolidated Soft Clay Behavior Due to Embankment Loading

Application of Hardening State Parameter Constitutive Model for Prediction of Overconsolidated Soft Clay Behavior Due to Embankment Loading

This paper investigates the possibility of the application of the HArdening State Parameter (HASP) constitutive model for numerical modelling of overconsolidated soft clay under embankment loading. The HASP constitutive model is a critical state soil model with a combined hardening rule that uses a...

Full description

Bibliographic Details
Main Authors: Nikola Obradović, Sanja Jocković, Mirjana Vukićević
Format: Article
Language:English
Published: MDPI AG 2023-02-01
Series:Applied Sciences
Subjects:
numerical modelling
constitutive modelling
soft clay
overconsolidated clay
HASP
PLAXIS
Online Access:https://www.mdpi.com/2076-3417/13/4/2175

Similar Items

Similar Items