Centrifuge modeling of the effect of preshaking on the liquefaction resistance of silty sand deposits W El-Sekelly, R Dobry, T Abdoun, JH Steidl Journal of Geotechnical and Geoenvironmental Engineering 142 (6), 04016012, 2016 | 81 | 2016 |
Liquefaction resistance of a silty sand deposit subjected to preshaking followed by extensive liquefaction W El-Sekelly, T Abdoun, R Dobry Journal of Geotechnical and Geoenvironmental Engineering 142 (4), 04015101, 2016 | 60 | 2016 |
Calibration of non-linear effective stress code for seismic analysis of excess pore pressures and liquefaction in the free field R Dobry, W El-Sekelly, T Abdoun Soil Dynamics and Earthquake Engineering 107, 374-389, 2018 | 34 | 2018 |
Shear wave velocity measurement in the centrifuge using bender elements W El-Sekelly, A Tessari, T Abdoun Geotechnical testing journal 37 (4), 689-704, 2014 | 33 | 2014 |
Two case histories demonstrating the effect of past earthquakes on liquefaction resistance of silty sand W El-Sekelly, R Dobry, T Abdoun, JH Steidl Journal of Geotechnical and Geoenvironmental Engineering 143 (6), 04017009, 2017 | 31 | 2017 |
Identification of soil dynamic properties through an optimization analysis V Mercado, W El-Sekelly, M Zeghal, T Abdoun Computers and Geotechnics 65, 175-186, 2015 | 30 | 2015 |
The effect of seismic preshaking history on the liquefaction resistance of granular soil deposits W El-Sekelly Rensselaer Polytechnic Institute, 2014 | 29 | 2014 |
Bender elements and system identification for estimation of V s W El-Sekelly, V Mercado, T Abdoun, M Zeghal, H El-Ganainy International Journal of Physical Modelling in Geotechnics 13 (4), 111-121, 2013 | 27 | 2013 |
Large-scale modeling of preshaking effect on liquefaction resistance, shear wave velocity, and CPT tip resistance of clean sand R Dobry, S Thevanayagam, W El-Sekelly, T Abdoun, Q Huang Journal of Geotechnical and Geoenvironmental Engineering 145 (10), 04019065, 2019 | 22 | 2019 |
Soil characterization in centrifuge models through measurement of shear wave velocities using bender elements W El-Sekelly, T Abdoun, R Dobry GeoCongress 2012: State of the Art and Practice in Geotechnical Engineering …, 2012 | 17 | 2012 |
Smart prediction of liquefaction-induced lateral spreading MNA Raja, T Abdoun, W El-Sekelly Journal of Rock Mechanics and Geotechnical Engineering, 2023 | 16 | 2023 |
Pore Pressure and Evaluation at High Overburden Pressure under Field Drainage Conditions. I: Centrifuge Experiments M Ni, T Abdoun, R Dobry, K Zehtab, A Marr, W El-Sekelly Journal of Geotechnical and Geoenvironmental Engineering 146 (9), 04020088, 2020 | 16 | 2020 |
Pore Pressure and Evaluation at High Overburden Pressure under Field Drainage Conditions. II: Additional Interpretation T Abdoun, M Ni, R Dobry, K Zehtab, A Marr, W El-Sekelly Journal of Geotechnical and Geoenvironmental Engineering 146 (9), 04020089, 2020 | 14 | 2020 |
Uncertainty quantification and propagation in the modeling of liquefiable sands V Mercado, F Ochoa-Cornejo, R Astroza, W El-Sekelly, T Abdoun, ... Soil Dynamics and Earthquake Engineering 123, 217-229, 2019 | 13 | 2019 |
PRESHAKE: a database for centrifuge modeling of the effect of seismic preshaking history on the liquefaction resistance of sands W El-Sekelly, T Abdoun, R Dobry Earthquake Spectra 32 (3), 1925-1940, 2016 | 12 | 2016 |
A study on the effect of material nonlinearity on the generation of frequency harmonics in the response of excited soil deposits V Mercado, W El-Sekelly, T Abdoun, C Pajaro Soil Dynamics and Earthquake Engineering 115, 787-798, 2018 | 11 | 2018 |
Characterization of the contractive and pore pressure behavior of saturated sand deposits under seismic loading V Mercado, W El-Sekelly, M Zeghal, T Abdoun, R Dobry, ... Computers and Geotechnics 82, 223-236, 2017 | 10 | 2017 |
Effect of Overconsolidation on K0 in Centrifuge Models Using CPT and Tactile Pressure Sensor W El-Sekelly, T Abdoun, R Dobry Geotechnical Testing Journal 38 (2), 2015 | 9 | 2015 |
Soil Characterization in Centrifuge soil models through measurement of S- and P- wave velocities using an enhanced bender elements system W El-Sekelly Rensselaer Polytechnic Institute, 2011 | 9* | 2011 |
Evaluation of field sand liquefaction including partial drainage under low and high overburden using a generalized bounding surface model W El-Sekelly, R Dobry, T Abdoun, M Ni Soil Dynamics and Earthquake Engineering 152, 107059, 2022 | 8 | 2022 |