Two-surface plasticity prediction of the cyclic resistance of a medium dense sand under water inflow condition
Author:
Affiliation:
1. University of Oxford
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/19/10_v10.OS-8-04/_pdf
Reference13 articles.
1. 1) Adamidis, O., & Anastasopoulos, I. (2022): Cyclic liquefaction resistance of sand under a constant inflow rate, Géotechnique, 1-14.
2. 2) Adamidis, O., and Madabhushi, S. P. G. (2018): Experimental investigation of drainage during earthquake-induced liquefaction, Géotechnique, 68(8), 655-665.
3. 3) Azeiteiro, R. J., Coelho, P. A., Taborda, D. M., and Grazina, J. C. (2017): Critical state–based interpretation of the monotonic behavior of Hostun sand, Journal of Geotechnical and Geoenvironmental Engineering, 143(5), 04017004.
4. 4) Boulanger, R. W., and Idriss, I. M. (2016): CPT-based liquefaction triggering procedure, Journal of Geotechnical and Geoenvironmental Engineering, 142(2), 04015065.
5. 5) Cubrinovski, M., and Ntritsos, N. (2023): 8th Ishihara lecture: Holistic evaluation of liquefaction response, Soil Dynamics and Earthquake Engineering, 168, 107777.
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