State Index for Interpreting the State-Dependent Behavior of Granular Soil: A Review
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Applied Mathematics,Computer Science Applications
Link
https://link.springer.com/content/pdf/10.1007/s11831-023-09941-w.pdf
Reference141 articles.
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2. Javanmardi Y, Imam SMR, Pastor M, Manzanal D (2018) A reference state curve to define the state of soils over a wide range of pressures and densities. Géotechnique 68:95–106
3. Kruyt NP, Rothenburg L (2014) On micromechanical characteristics of the critical state of two-dimensional granular materials. Acta Mech 225:2301–2318
4. Porcino DD, Diano V, Triantafyllidis T, Wichtmann T (2019) Predicting undrained static response of sand with non-plastic fines in terms of equivalent granular state parameter. Acta Geotech 15(4):867–882
5. Triantafyllos PK, Georgiannou VN, Dafalias YF, Georgopoulos IO (2021) Novel findings on the dilatancy and non-coaxiality of sand under generalised loading. Acta Geotech 16:1699–1734
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1. Assessment of undrained cyclic resistance of sand with non-plastic fines under sustained shear stress using a critical state interpretation;Bulletin of Engineering Geology and the Environment;2024-06-21
2. Tensor-based physics-encoded neural networks for modeling constitutive behavior of soil;Computers and Geotechnics;2024-06
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