| Laminar box system for 1-g physical modeling of liquefaction and lateral spreading S Thevanayagam, T Kanagalingam, A Reinhorn, R Tharmendhira, ... Geotechnical Testing Journal 32 (5), 438-449, 2009 | 67 | 2009 |
| Simulation of seismic liquefaction: 1-g model testing system and shaking table tests N Ecemis European journal of environmental and civil engineering 17 (10), 899-919, 2013 | 55 | 2013 |
| Time-dependent physicochemical characteristics of Malaysian residual soil stabilized with magnesium chloride solution N Latifi, ASA Rashid, N Ecemis, MM Tahir, A Marto Arabian Journal of Geosciences 9, 1-12, 2016 | 44 | 2016 |
| The use of neural networks for CPT-based liquefaction screening Y Erzin, N Ecemis Bulletin of Engineering Geology and the Environment 74, 103-116, 2015 | 37 | 2015 |
| Experimental and numerical modeling on the liquefaction potential and ground settlement of silt-interlayered stratified sands N Ecemis Soil Dynamics and Earthquake Engineering 144, 106691, 2021 | 32 | 2021 |
| Influence of consolidation properties on the cyclic re-liquefaction potential of sands N Ecemis, HE Demirci, M Karaman Bulletin of Earthquake Engineering 13, 1655-1673, 2015 | 30 | 2015 |
| Sand-granulated rubber mixture to prevent liquefaction-induced uplift of buried pipes: a shaking table study N Ecemis, H Valizadeh, M Karaman Bulletin of Earthquake Engineering 19, 2817-2838, 2021 | 27 | 2021 |
| Influence of non-/low plastic fines on cone penetration and liquefaction resistance N Ecemis, M Karaman Engineering geology 181, 48-57, 2014 | 23 | 2014 |
| The use of neural networks for the prediction of cone penetration resistance of silty sands Y Erzin, N Ecemis Neural Computing and Applications 28, 727-736, 2017 | 21 | 2017 |
| Effects of permeability on liquefaction resistance and cone resistance S Thevanayagam, N Ecemis Geotechnical Earthquake Engineering and Soil Dynamics IV, 1-11, 2008 | 15 | 2008 |
| Effects of permeability and compressibility on liquefaction screening using cone penetration resistance N Ecemis State University of New York at Buffalo, 2008 | 13 | 2008 |
| Liquefaction remediation in silty soils using dynamic compaction and stone columns S Thevanayagam, GR Martin, R Nashed, T Shenthan, T Kanagalingam, ... Technical Rep. MCEER-06 9, 2006 | 12 | 2006 |
| Soil liquefaction-induced uplift of buried pipes in sand-granulated-rubber mixture: Numerical modeling H Valizadeh, N Ecemis Transportation Geotechnics 33, 100719, 2022 | 10 | 2022 |
| Effect of soil-type and fines content on liquefaction resistance—shear-wave velocity correlation N Ecemis Journal of Earthquake Engineering 24 (8), 1311-1335, 2020 | 10 | 2020 |
| Validation of porosity in 2D-DEM CPT model using large scale shaking table tests in saturated sands P Bakunowicz, N Ecemis Computer Methods and Recent Advances in Geomechanics: Proceedings of the …, 2015 | 5 | 2015 |
| Effects of permeability and compressibility on liquefaction assessment of silty soils using cone penetration resistance N Ecemis European Union 7th Framework Program Marie Curie Fellowship, Grant No …, 2014 | 5 | 2014 |
| Effects of fines on liquefaction screening using penetration resistance S Thevanayagam, N Ecemis, T Kanagalingam, GR Martin Proc., 8th US National Conference on Earthquake Engineering, 2006 | 5 | 2006 |
| Geotechnical reconnaissance findings of the October 30 2020, Mw7. 0 Samos Island (Aegean Sea) earthquake K Ziotopoulou, KO Cetin, P Pelekis, S Altun, N Klimis, A Sezer, E Rovithis, ... Bulletin of Earthquake Engineering 20 (14), 7819-7852, 2022 | 4 | 2022 |
| Usage of Tyre Derived Aggregates as backfill around buried pipelines crossing strike-slip faults; model tests M Karaman, HE Demirci, N Ecemis, S Bhattacharya Bulletin of earthquake engineering 20 (7), 3143-3165, 2022 | 4 | 2022 |
| Feasible packing of granular materials in discrete-element modelling of cone-penetration testing N Ecemis, P Bakunowicz Geomechanics and Geoengineering 13 (3), 198-216, 2018 | 3 | 2018 |
Hadi ValizadehEarthquake Geotechnical Engineer, Lecturer at OZU.Adresse e-mail validée de ozyegin.edu.tr
