Shear behavior of undisturbed expansive soil under plane strain condition subjected to medium strain rate
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10064-024-03773-z.pdf
Reference53 articles.
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2. American Society for Testing and Materials (2017) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). West Conshohocken. ASTM D-2487
3. Blanton TL (1981) Effect of strain rates from 10–2 to 10 sec-1 in triaxial compression tests on three rocks. Int J Rock Mech Min Sci Geomech Abstracts 1(18):47–62. https://doi.org/10.1016/0148-9062(81)90265-5
4. Bragov AM, Lomunov AK, Sergeichev IV, Tsembelis K, Proud WG (2008) Determination of physicomechanical properties of soft soils from medium to high strain rates. Int J Impact Eng 35(9):967–976. https://doi.org/10.1016/j.ijimpeng.2007.07.004
5. Buchely MF, Maranon A, Silberschmidt VV (2016) Material model for modeling clay at high strain rates. Int J Impact Eng 90:1–11. https://doi.org/10.1016/j.ijimpeng.2015.11.005
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