A constitutive model incorporating particle breakage for gravelly soil-structure interface under cyclic loading
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Engineering,General Materials Science
Link
https://link.springer.com/content/pdf/10.1007/s11431-022-2100-6.pdf
Reference67 articles.
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3. Zou D, Xu B, Kong X, et al. Numerical simulation of the seismic response of the zipingpu concrete face rockfill dam during the wenchuan earthquake based on a generalized plasticity model. Comput Geotech, 2013, 49: 111–122
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5. Zeng L, Yu H, Gao Q, et al. Mechanical behavior and microstructural mechanism of improved disintegrated carbonaceous mudstone. J Cent South Univ, 2020, 27: 1992–2002
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