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Contreras, C. A., Yniesta, S., Jahanbakhshzadeh, A., & Aubertin, M. (2023). Calibration of the PM4Sand Model for Hard-Rock Mine Tailings Based on Laboratory and Field Testing Results. Canadian Geotechnical Journal, 60(7), 966-977. Lien externe
Bessette, C., & Yniesta, S. (2023). Assessment of the prediction of ground motion parameters in 1D ground response analysis using data from seismic arrays and centrifuge experiments. Earthquake Spectra, 39(2), 1140-1165. Lien externe
Contreras, C. A., Yniesta, S., Jahanbakhshzadeh, A., & Aubertin, M. (2023). Correction : Calibration of the PM4Sand model for hard-rock mine tailings based on laboratory and field testing results. Canadian Geotechnical Journal, 60(12), 1 page. Lien externe
Andrés Contreras, C., Yniesta, S., & Aubertin, M. (2023). Improvement of Tailings Impoundment Seismic and Post-Seismic Stability Using Densification and Waste Rock Inclusions. Lien externe
Zarrabi, M., Eslami, M. M., & Yniesta, S. (2022). Application of an Optimization Algorithm for Calibrating Soil Bounding Surface Plasticity Models for Cyclic Loading. International Journal of Geomechanics, 22(5), 14 pages. Lien externe
Yniesta, S., & Janati-Idrissi, M. (2021). Integration of Viscoplastic Effects in a One-Dimensional Constitutive Model for Ground Response Analysis. Canadian Geotechnical Journal, 58(4), 468-478. Lien externe
Bessette, C., & Yniesta, S. (2021). Investigation of the Performance of Simplified Constitutive Models in Nonlinear 1D Effective Stress Ground Response Analysis. Bulletin of the Seismological Society of America, 111(4), 1954-1973. Lien externe
Lemnitzer, A., Yniesta, S., Cappa, R., & Brandenberg, S. J. (2021). Settlement Rate Increase in Organic Soils Following Cyclic Loading. Journal of Geotechnical and Geoenvironmental Engineering, 147(2), 04020153 (12 pages). Lien externe
Zafarani, A., Yniesta, S., & Aubertin, M. (septembre 2020). Effect of Height and Downstream Slope on the Seismic Behavior of Tailings Impoundments Reinforced With Waste Rock Inclusions [Communication écrite]. 73rd CGS Conference - GeoVirtual 2020 - Resilience and innovation. Non disponible
Bessette, C., & Yniesta, S. (septembre 2019). Evaluation of existing constitutive models in nonlinear 1D effective stress ground response analysis [Communication écrite]. 72nd Canadian Geotechnical Conference - GeoSt.John's 2019, St. John's, Newfoundland and Labrador, Canada. Lien externe
Huo-Kang, J., & Yniesta, S. (septembre 2020). Impact of Seismic Hazard on the Ground Response in Eastern North America [Communication écrite]. 73rd CGS Conference - GeoVirtual 2020 - Resilience and innovation. Non disponible
Zhang, Z., Yniesta, S., & Plaisant, A. (septembre 2020). The importance of Site-Specific Seismic Nonlinear Ground Analysis in Eastern Canada [Communication écrite]. 73rd CGS Conference - GeoVirtual 2020 - Resilience and innovation. Non disponible
Bessette, C., & Yniesta, S. (septembre 2020). Prediction of ground motion parameters in 1D ground response analysis [Communication écrite]. 73rd CGS Conference - GeoVirtual 2020 - Resilience and innovation. Non disponible
Contreras, C., Yniesta, S., & Aubertin, M. (septembre 2020). Seismic and post-seismic stability of tailings impoundments, considering the effect of reinforcement inclusions [Communication écrite]. 73rd CGS Conference - GeoVirtual 2020 - Resilience and innovation. Non disponible
Zarrabi, M., Shi, Z., Yniesta, S., & Buscarnera, G. (septembre 2020). Simulation of the Cyclic Response of Anisotropic Clay through Bounding Surface Viscoplasticity [Communication écrite]. 73rd CGS Conference - GeoVirtual 2020 - Resilience and innovation. Lien externe
Aubertin, M., Jahanbakhshzadeh, A., & Yniesta, S. (juin 2019). The effect of waste rock inclusions on the seismic stability of a tailings impoundment [Communication écrite]. 7th International Conference on Earthquake Geotechnical Engineering (ICEGE 2019), Roma, Italy. Lien externe
Lo, R., & Yniesta, S. (juin 2019). Geoscience Aspect of September 19, 2017 Mexico Puebla-Morelos Earthquake [Communication écrite]. 12th Conference on Earthquake Engineering, Québec City, QC. Lien externe
Yniesta, S. (janvier 2019). Ground response in the September 19th 2017 Mw = 7.1 central mexico earthquake [Communication écrite]. 7th International Conference on Earthquake Geotechnical Engineering (ICEGE 2019), Rome, Italy. Lien externe
Jahanbakhshzadeh, A., Aubertin, M., Yniesta, S., & Zafarani, A. (septembre 2019). On the seismic response of tailings dikes constructed with the upstream and center-line methods [Communication écrite]. 72nd Canadian Geotechnical Conference (GEO 2019), St. John's. Lien externe
Eslami, M. M., Zarrabi, M., & Yniesta, S. (mars 2019). Performance of Bounding Surface Constitutive Models in Predicting Cyclic Behavior of Low-Plasticity Fine-Grained Soils [Communication écrite]. 8th International Conference on Case Histories in Geotechnical Engineering: Geotechnical Materials, Modeling, and Testing (Geo-Congress 2019), Philadelphia, Pennsylvania. Lien externe
Zarrabi, M., & Yniesta, S. (septembre 2019). Recent advanced constitutive models for liquefaction and cyclic softening analysis [Communication écrite]. 72nd canadian Geotechnical Conference (2019 Geo St. John's), St. John's, Newfoundland. Non disponible
Afacan, K. B., Yniesta, S., Shafiee, A., Stewart, J. P., & Brandenberg, S. J. (2019). Total Stress Analysis of Soft Clay Ground Response in Centrifuge Models. Journal of Geotechnical and Geoenvironmental Engineering, 145(10), 11 pages. Lien externe
Yniesta, S., & Brandenberg, S. J. (juin 2018). A Constitutive Model Controlling Damping for 2D and 3D Site Response [Communication écrite]. 5th Geotechnical Earthquake Engineering and Soil Dynamics Conference: Numerical Modeling and Soil Structure Interaction (GEESDV 2018), Austin, TX. Lien externe
Idrissi, M. J., & Yniesta, S. (juin 2018). Integration of Viscoplastic Effects in Nonlinear Ground Response Analysis [Communication écrite]. 5th Geotechnical Earthquake Engineering and Soil Dynamics Conference: Seismic Hazard Analysis, Earthquake Ground Motions, and Regional-Scale Assessment (GEESDV 2018), Austin, TX. Lien externe
Yniesta, S., Brandenberg, S. J., & Shafiee, A. (2017). ARCS: A one dimensional nonlinear soil model for ground response analysis. Soil Dynamics and Earthquake Engineering, 102, 75-85. Lien externe
Yniesta, S., & Brandenberg, S. J. (juillet 2017). Influence of misfit of desired damping response in nonlinear ground response analysis [Communication écrite]. 3rd International Conference on Performance-Based Design in earthquake Engineering (PBD-III), Vancouver, B.-C.. Lien externe
Lemnitzer, A., Cappa, R., Yniesta, S., Stewart, J. P., & Brandenberg, S. J. (juillet 2017). Post-cyclic settlements of a levee structure on organic soil during centrifuge testing [Communication écrite]. 3rd International Conference on Performance-Based Design in earthquake Engineering (PBD-III), Vancouver, B.-C.. Lien externe
Lemnitzer, A., Cappa, R., Yniesta, S., & Brandenberg, S. (2016). Centrifuge Testing of Model Levees atop Peat: Experimental Data. Earthquake Spectra, 32(3), 1903-1924. Lien externe
Yniesta, S. (2016). Constitutive Modeling of Peat in Dynamic Simulations [Thèse de doctorat, University of California, Los Angeles]. Lien externe
Yniesta, S., & Brandenberg, S. J. (2016). Stress-Ratio-Based Interpretation of Modulus Reduction and Damping Curves. Journal of Geotechnical and Geoenvironmental Engineering, 143(1), 4 pages. Lien externe
Cappa, R., Yniesta, S., Lemnitzer, A., & Brandenberg, S. (mars 2015). Centrifuge Testing of Levees: Saturation Techniques during Model Construction [Communication écrite]. International Foundations Congress and Equipment Exposition (IFCEE 2015), San Antonio, Texas (10 pages). Lien externe
Cappa, R., Yniesta, S., Lemnitzer, A., Brandenberg, S., & Shafiee, A. (mars 2015). Settlement Estimations of Peat during Centrifuge Experiments [Communication écrite]. International Foundations Congress and Equipment Exposition (IFCEE 2015), San Antonio, Texas (9 pages). Lien externe
Cappa, R., Yniesta, S., Brandenberg, S. J., & Lemnitzer, A. (novembre 2015). Settlements and excess pore pressure generation in peaty soils under embankments during cyclic loading [Communication écrite]. 6th International Conference on Earthquake Geotechnical Engineering (6ICEGE 2015), Christchurch, New Zealand (8 pages). Lien externe
Yniesta, S., & Brandenberg, S. J. (novembre 2015). Unloading Reloading Rule for a One-dimensional Non-linear Model for Site Response Analysis [Communication écrite]. 6th International Conference on Earthquake Geotechnical Engineering (6ICEGE 2015), Christchurch, New Zealand (8 pages). Lien externe
Yniesta, S., Lemnitzer, A., Cappa, R., & Brandenberg, S. J. (2015). Vacuum Pluviation Device for Achieving Saturated Sand. Geotechnical Testing Journal, 38(3), 355-360. Lien externe
Cappa, R., Yniesta, S., Brandenberg, S. J., Lemnitzer, A., & Stewart, J. P. (2014). Averting an Impending Disaster : Data Report for Centrifuge Experiments 12L and 13L. (Rapport technique). Non disponible
Cappa, R., Yniesta, S., Brandenberg, S. J., Lemnitzer, A., & Stewart, J. P. (2014). Averting an Impending Disaster : Data Report for Centrifuge Experiments 14L and 15L. (Rapport technique). Non disponible
Cappa, R., Yniesta, S., Lemnitzer, A., Brandenberg, S. J., & Stewart, J. P. (septembre 2014). Centrifuge Experiments to Evaluate the Seismic Performance of Levees on Peaty Soils in the Sacramento-San Joaquin Delta [Communication écrite]. Dam Safety Conference, San Diego, CA. Lien externe
