Numerical Modelling of the Soil Behaviour by Using Newly Developed Advanced Material Model

Abstract

Abstract. This paper describes a theoretical background, implementation and validation of the newly developed Jardine plastic hardening-softening model (JPHS model), which can be used for numerical modelling of the soils behaviour. Although the JPHS model is based on the elasto-plastic theory, like the Mohr-Coulomb model that is widely used in geotechnics, it contains some improvements, which removes the main disadvantages of the MC model. The presented model is coupled with an isotopically hardening and softening law, non-linear elastic stress-strain law, non-associated elasto-plastic material description and a cap yield surface. The validation of the model is done by comparing the numerical results with real measured data from the laboratory tests and by testing of the model on the real project of the tunnel excavation. The 3D numerical analysis is performed and the comparison between the JPHS, Mohr-Coulomb, Modified Cam-Clay, Hardening small strain model and monitoring in-situ data is done.

Reduction of pavement thickness using a subgrade layer treated by different techniques

“…Over the last few decades, non-traditional soil stabilising additives have been introduced at a rapid rate. Due to their affordability, quick treatment times, and ease of use, these stabilisers are becoming more popular [5][6][7].…”