Insight into on compression behaviors of clay from a novel discrete element model considering non-contact interparticle forces
Author:
Funder
Directorate for Engineering
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s11440-023-01867-8.pdf
Reference55 articles.
1. Anandarajah A (2000) On influence of fabric anisotropy on the stress-strain behavior of clays. Comput Geotech 27:1–17
2. Anandarajah A (2003) Mechanism controlling permeability change in clays due to changes in pore fluid. J Geotech Geoenviron Eng 129(2):163–172
3. ASTM International (2011) Standard test methods for one-dimensional consolidation properties of soils using incremental loading. ASTM D2435/D2435M-11
4. Bandera S, O’Sullivan C, Angioletti-Uberti S, Tangney P (2019) An evaluation of contact models for particle-scale simulation of clay. E3S Web Conf 92:14001. https://doi.org/10.1051/e3sconf/20199214001
5. Bandera S, O’Sullivan C, Tangney P, Angioletti-Uberti S (2021) Coarse-grained molecular dynamics simulations of clay compression. Comput Geotech 138:104333
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