Micromechanically inspired investigation of cemented granular materials: part II - from experiments to modelling and back
| dc.contributor.author | Tengattini, A. | |
| dc.contributor.author | Nguyen, G.D. | |
| dc.contributor.author | Viggiani, G. | |
| dc.contributor.author | Einav, I. | |
| dc.date.issued | 2023 | |
| dc.description | Published online: 12 April 2022 | |
| dc.description.abstract | This paper presents an experimental and analytical/numerical study of the mechanics of cemented granular materials (CGMs). This study incorporates both in situ X-ray tomography and regularised finite element simulations, whose combination offers a unique, complementary insight into the multiscale processes that drive the mechanical response of CGMs. Being the second in a set of a two-part contribution, this paper takes advantage of the image analysis tools developed in Part I to quantitatively explore the effects of boundary conditions on grain-scale processes as well as material properties. We reveal, for example, the influence of the degree of cementation on the spatial distribution of damage and suggest the existence of a local ultimate cement size distribution that is independent from the initial cement content. This paper also validates the predictions of a micromechanically inspired constitutive model at three different scales: in terms of the macroscopic response, the mesoscopic emergence of localisation patterns and the evolution of microscale inelastic processes. A unique feature that sets our model apart from previous CGM models is the adoption of only measurable internal variables, capable of representing grain-scale processes such as the damage of cement bridges. Its statistically representative experimental quantification is found to be in good agreement with the model predictions. | |
| dc.description.statementofresponsibility | Alessandro Tengattini, Giang D. Nguyen, Gioacchino Viggiani, Itai Einav | |
| dc.identifier.citation | Acta Geotechnica, 2023; 18(1):57-75 | |
| dc.identifier.doi | 10.1007/s11440-022-01476-x | |
| dc.identifier.issn | 1861-1125 | |
| dc.identifier.issn | 1861-1133 | |
| dc.identifier.uri | https://hdl.handle.net/2440/135120 | |
| dc.language.iso | en | |
| dc.publisher | Springer | |
| dc.relation.grant | http://purl.org/au-research/grants/arc/DP160104310 | |
| dc.relation.grant | http://purl.org/au-research/grants/arc/DP190103487 | |
| dc.rights | Ⓒ The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2022 | |
| dc.source.uri | https://doi.org/10.1007/s11440-022-01476-x | |
| dc.subject | Cemented granular materials | |
| dc.subject | Constitutive modelling | |
| dc.subject | Damage | |
| dc.subject | Localisation | |
| dc.subject | Tomography | |
| dc.title | Micromechanically inspired investigation of cemented granular materials: part II - from experiments to modelling and back | |
| dc.type | Journal article | |
| pubs.publication-status | Published |