Extension of a Constitutive Model for Sands to Account for the Sample Preparation Method
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1007/s40098-018-0315-5.pdf
Reference47 articles.
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2. Butterfield R (1979) A natural compression law for soils. Géotechnique 29(4):469–480
3. Dafalias Y, Manzari M (2004) Simple plasticity sand model accounting for fabric change effects. J Eng Mech ASCE 130(6):634–662
4. Dafalias Y, Papadimitriou A, Li X (2004) Sand plasticity model accounting for inherent fabric anisotropy. J Eng Mech ASCE 130(11):1319–1333
5. DIN-Normenausschuss Bauwesen (NABau) (1996) DIN 18126 Baugrund, Untersuchung von Bodenproben - Bestimmung der Dichte nichtbindiger Böden bei lockerster und dichtester Lagerung. https://www.din.de/de/mitwirken/normenausschuesse/nabau/wdc-beuth:din21:2863234?sourceLanguage&destinationLanguage
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1. A Developed Constitutive Model for Sand and Clay under Monotonic and Cyclic Loadings;International Journal of Geomechanics;2023-08
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