A general approach to model interfaces using existing soil constitutive models application to hypoplasticity. (July 2017)

• Record Type: Journal Article
• Authors: Stutz, H.; Mašín, D.; Sattari, A.S.; Wuttke, F.
• Is Part Of: Computers and geotechnics. Volume 87(2017)
• Page Start: 115
• Page End: 127
• Publication Date: 2017-07
• Subjects: Hypoplasticity -- Sand -- Clay -- Interface -- Finite-element; Engineering geology -- Data processing -- Periodicals; Soil mechanics -- Data processing -- Periodicals; Rock mechanics -- Data processing -- Periodicals; 624.1510285
• DOI: 10.1016/j.compgeo.2017.02.010
• Languages: English
• ISSNs: 0266-352X

Abstract

Abstract: The modelling of interfaces is important for the holistic simulation of geotechnical structures (e.g. piles, tunnels and geogrids). For this reason, advanced constitutive interface models and numerical techniques are needed. There are few user-friendly models, and these are rarely implemented. In this paper, a new approach for advanced interface models is proposed. This is based on the assumption that the fully rough interface can be modelled considering simple-shear behaviour at the interface. A 3D soil model is used as a constitutive driver for a frictional subroutine. This minimises the effort required, and advanced interface models are available with less effort. Two different hypoplastic models are used with the new approach. The approach was verified for several aspects (e.g. mesh size dependence), and the volumetric behaviour was studied. The user-friendliness and absence of additional parameters led to more realistic simulation results. The proposed method can be extended to other modelling techniques and will improve the modelling of contacts in soil-structure interaction analysis.