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Effect of Using Depth Weighting Factor to Estimate Liquefaction-Induced Ground Settlement (In Review). Canadian Geotechnical Journal.
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Evaluation of static drained instability of sands subjected to constant shear using a critical state framework. En
21st International Conference on Soil Mechanics and Geotechnical Engineering. (pp. 1 - 4). VIENNA. International Society for Soil Mechanics and Geotechnical Engineering.
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Advances in the Estimation of Liquefaction-induced Ground Settlement. En
8th International Young Geotechnical Engineers Conference. (pp. 1 - 4). GRASS. International Society for Soil Mechanics and Geotechnical Engineering.
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A Revised Constitutive Model for the Undrained Response of Tailings. En
11th International Conference on Tailings Management. (pp. 1 - 6). SANTIAGO. GECAMIN.
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Addressing Sources of Uncertainty in Estimating Liquefaction-induced Ground Settlement. En
18th world conference on earthquake engineering. (pp. 1 - 10). world conference on earthquake engineering.
Franco, F.;
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Influence of Spatial Variability of the Foundation Soil on the Stability of a Tailings Storage Facility. En
1st International symposium on tailings storage facilities. (pp. 1 - 8). MEXICO. Sociedad Mexicana de ingeniería Geotécnica.
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Influencia de la variabilidad espacial del suelo de cimentación en la estabilidad física de un depósito de jales. En
1ER SIMPOSIO INTERNACIONAL SOBRE DEPÓSITOS DE JALES . (pp. 1 - 10). Sociedad Mexicana de ingeniería Geotécnica.