A Plasticity Model of Binary Mixtures for Liquefaction Simulation Considering the Equivalent Granular Void Ratio
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-9219-5_13
Reference12 articles.
1. Cubrinovski M (2013) Liquefaction-induced damage in the 2010–2011 Christchurch (New Zealand) earthquakes. In: Proceedings of the 7th conference of the international conference on case histories in geotechnical engineering. Missouri University of S&T, Chicago, pp 1–11
2. Lade PV, Yamamuro JA (1997) Effects of non-plastic fines on static liquefaction of sands. Can Geotech J 34(6):918–928
3. Salgado R, Bandini P, Karim A (2000) Shear strength and stiffness of silty sand. J Geotech Geoenviron 126(5):451–462
4. Thevanayagam S (1998) Effect of fines and confining stress on undrained shear strength of silty sands. J Geotech Geoenviron 124(6):479–491
5. Thevanayagam S, Shenthan T, Mohan S, Liang J (2002) Undrained fragility of clean sands, silty sands, and sandy silts. J Geotech Geoenviron 128(10):849–859
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