| ARCS: A one dimensional nonlinear soil model for ground response analysis S Yniesta, SJ Brandenberg, A Shafiee Soil Dynamics and Earthquake Engineering 102, 75-85, 2017 | 28 | 2017 |
| Total stress analysis of soft clay ground response in centrifuge models KB Afacan, S Yniesta, A Shafiee, JP Stewart, SJ Brandenberg Journal of Geotechnical and Geoenvironmental Engineering 145 (10), 04019061, 2019 | 21 | 2019 |
| The effect of waste rock inclusions on the seismic stability of a tailings impoundment M Aubertin, A Jahanbakhshzadeh, S Yniesta Earthquake Geotechnical Engineering for Protection and Development of …, 2019 | 10 | 2019 |
| Stress-ratio-based interpretation of modulus reduction and damping curves S Yniesta, SJ Brandenberg Journal of Geotechnical and Geoenvironmental Engineering 143 (1), 06016021, 2017 | 8 | 2017 |
| On the seismic response of tailings dikes constructed with the upstream and center-line methods A Jahanbakhshzadeh, M Aubertin, S Yniesta, A Zafarani | 7 | 2019 |
| Centrifuge Testing of Model Levees atop Peat: Experimental Data A Lemnitzer, R Cappa, S Yniesta, S Brandenberg Earthquake Spectra 32 (3), 1903-1924, 2016 | 7 | 2016 |
| Settlement estimations of peat during centrifuge experiments R Cappa, S Yniesta, A Lemnitzer, SJ Brandenberg, A Shafiee IFCEE 2015, 152-160, 2015 | 7 | 2015 |
| Effect of Height and Downstream Slope on the Seismic Behavior of Tailings Impoundments Reinforced With Waste Rock Inclusions AR Zafarani, S Yniesta, M Aubertin Geovirtual, 2020 | 6 | 2020 |
| Settlements and excess pore pressure generation in peaty soils under embankments during cyclic loading R Cappa, S Yniesta, SJ Brandenberg, A Lemnitzer | 5 | 2017 |
| Centrifuge experiments to evaluate the seismic performance of levees on peaty soils in the Sacramento-San Joaquin Delta R Cappa, S Yniesta, A Lemnitzer, SJ Brandenberg, JP Stewart | 5 | 2014 |
| Settlement rate increase in organic soils following cyclic loading A Lemnitzer, S Yniesta, R Cappa, SJ Brandenberg Journal of Geotechnical and Geoenvironmental Engineering 147 (2), 04020153, 2021 | 4 | 2021 |
| Integration of viscoplastic effects in a one-dimensional constitutive model for ground response analysis S Yniesta, M Janati-Idrissi Canadian Geotechnical Journal 58 (4), 468-478, 2021 | 4 | 2021 |
| Constitutive Modeling of Peat in Dynamic Simulations S Yniesta University of California, Los Angeles, 2016 | 4 | 2016 |
| Application of an Optimization Algorithm for Calibrating Soil Bounding Surface Plasticity Models for Cyclic Loading M Zarrabi, MM Eslami, S Yniesta International Journal of Geomechanics 22 (5), 04022037, 2022 | 3 | 2022 |
| Investigation of the performance of simplified constitutive models in nonlinear 1D effective stress ground response analysis C Bessette, S Yniesta Bulletin of the Seismological Society of America 111 (4), 1954-1973, 2021 | 3 | 2021 |
| Seismic and post-seismic stability of tailings impoundments, considering the effect of reinforcement inclusions C Contreras, S Yniesta, M Aubertin Geovirtual, 2020 | 3 | 2020 |
| Evaluation of two constitutive models in predicting cyclic behavior of a natural clay MM Eslami, M Zarrabi, S Yniesta Earthquake Geotechnical Engineering for Protection and Development of …, 2019 | 3 | 2019 |
| Performance of bounding surface constitutive models in predicting cyclic behavior of low-plasticity fine-grained soils MM Eslami, M Zarrabi, S Yniesta Eighth International Conference on Case Histories in Geotechnical …, 2019 | 3 | 2019 |
| Recent Advanced Constitutive Models for Liquefaction and Cyclic Softening Analysis M Zarrabi, S Yniesta Geo St-John's, 2019 | 3 | 2019 |
| Vacuum pluviation device for achieving saturated sand S Yniesta, A Lemnitzer, R Cappa, SJ Brandenberg Geotechnical Testing Journal 38 (3), 355-360, 2015 | 3 | 2015 |
Scott J. BrandenbergProfessor, Civil and Environmental Engineering, UCLABestätigte E-Mail-Adresse bei g.ucla.edu