Strain-rate effect on the hydro-mechanical behaviour of unsaturated damaged Callovo–Oxfordian claystone
Author:
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/s11440-023-02143-5.pdf
Reference53 articles.
1. Alonso EE, Gens A, Josa A (1990) A constitutive model for partially saturated soils. Géotechnique 40(3):405–430
2. Adachi T, Oka F (1982) Constitutive equations for normally consolidated clay based on elasto-viscoplasticity. Soils Found 22(4):57–70
3. ANDRA (2005) Dossier argiles, referentiel du site Meuse/Haute Marne
4. ASTM D4186-06 (2008) Standard test method for one-dimensional consolidation properties of soils using controlled-strain loading. ASTM International, West Conshohocken, PA
5. Armand G, Noiret A, Zghondi J, Seyedi DM (2013) Short-and long-term behaviors of drifts in the Callovo–Oxfordian claystone at the Meuse/Haute-Marne underground research laboratory. J Rock Mech Geotech Eng 5(3):221–230
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