Closure to discussion of “Procedure for assessing the liquefaction vulnerability of tailings dams” by Ledesma, O, Sfriso, A, and Manzanal, D

Author:

Ledesma Osvaldo,Sfriso Alejo,Manzanal Diego

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference11 articles.

1. Garcia-Garcia, M., Manzanal, D., Pastor, M., 2023. Anisotropy state variable for generalized plasticity model. In preparation to Computer and Geotechnics.

2. Lade, P., Duncan, J., 1975. Elastoplastic stress-strain theory for cohesionless soil. J. Geotech. Eng. Div. 101(10), 1037–1053. doi:10.1061/AJGEB6.0000204.

3. Modelación Numérica de Licuación de Presas de Relaves;Ledesma,2022

4. Formulation and numerical implementation of a state parameter-based generalized plasticity model for mine tailings;Ledesma;Comput. Geotech.,2021

5. Procedure for assessing the liquefaction vulnerability of tailings dams;Ledesma;Comput. Geotech.,2022

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