Analysis shows that numerical solutions may be more constrained in heterogeneous domains, indicating implications for geostructure design in engineering.
In the context of finite element modelling, the boundary value problem is often considered to be initially homogeneous. However, such assumption contradicts the observation of real geo-engineering problems and may affect the behaviour of geo-structure. It is thus necessary to consider a heterogeneous domain with a certain degree of variability. In this paper, we tackle this question by using a multi-scale FEM×DEM model with a second gradient enhancement. Pressuremeters are modelled in which, at the macro-scale, FEM model with a second gradient enhancement is used, while at micro-scale, an assembly of grains (called VE – volume elements) is used to numerically derive the constitutive response of geomaterials. Several VEs are simultaneously employed in a single finite element mesh in order to describe the heterogeneity of real engineering issues. The results suggest that when a certain heterogeneity is introduced, the set of possible numerical solutions seems more restrained even though the uniqueness of the solution is not guaranteed.
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Nguyen et al. (2025) studied this question.
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