Coupled hydro-mechanical hypoplastic model for partially saturated soils under monotonic and cyclic loading
Author:
Funder
Czech Science Foundation
Charles University Grant Agency
Center for Geosphere Dynamics
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11440-024-02371-3.pdf
Reference54 articles.
1. Boulanger RW, Price AB, Ziotopoulou K (2018) Constitutive modeling of the cyclic loading response of low plasticity fine-grained soils. In: Proceedings of GeoShanghai 2018 international conference: fundamentals of soil behaviours. Springer, pp 1–13
2. Brooks RH, Corey AT (1966) Properties of porous media affecting fluid flow. J Irrig Drain Div 92(2):61–88
3. Duque J, Mašín D, Fuentes W (2020) Improvement to the intergranular strain model for larger numbers of repetitive cycles. Acta Geotech 15:3593–3604
4. Duque J, Roháč J, Mašín D, Najser J (2022) Experimental investigation on Malaysian kaolin under monotonic and cyclic loading: inspection of undrained Miner’s rule and drained cyclic preloading. Acta Geotech 17:4953–4975
5. Duque J, Roháč J, Mašín D, Najser J, Opršal J (2023) The influence of cyclic preloadings on cyclic response of Zbraslav sand. Soil Dyn Earthq Eng 166:107720
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