| Issue Date | Title | Author(s) |
| Dec-2022 | CPT-based liquefaction resistance of clean and silty sands: a drainage conditions based approach | Ecemis, Nurhan ; Monkul, Mehmet Murat; Tütüncü, Yunus Emre; Arik, Mustafa Sezer |
| 2022 | CPT-based liquefaction resistance of clean and silty sands: A drainage conditions based approach Nurhan Ecemis (Aug, 10.1007/s10518-022-01501-0, 2022) | Arık, Mustafa Sezer ; Ecemiş, Nurhan ; Monkul, Mehmet Murat; Tütüncü, Yunus Emre |
| 2023 | Effect of drainage conditions on CPT resistance of silty sand: physical model and field tests | Ecemis, Nurhan ; Arık, Mustafa Sezer ; Taneri, Hazal |
| Aug-2020 | Effect of soil-type and fines content on liquefaction resistance—shear-wave velocity correlation | Ecemiş, Nurhan |
| 2021 | Experimental and numerical modeling on the liquefaction potential and ground settlement of silt-interlayered stratified sands | Ecemiş, Nurhan |
| Jul-2018 | Feasible packing of granular materials in discrete-element modelling of cone-penetration testing | Ecemiş, Nurhan ; Bakunowicz, Paulina |
| Nov-2022 | Geotechnical reconnaissance findings of the October 30 2020, Mw7.0 Samos Island (Aegean Sea) earthquake | Ziotopoulou, Katerinaa; Çetin, Kemal Önder; Pelekis, Panagiotis; Altun, Selim; Klimis, Nikolaos; Sezer, Alper; Ecemiş, Nurhan |
| 1-Jun-2015 | Influence of consolidation properties on the cyclic re-liquefaction potential of sands | Ecemiş, Nurhan ; Demirci, Hasan Emre; Karaman, Mustafa |
| Oct-2014 | Influence of non-/low plastic fines on cone penetration and liquefaction resistance | Ecemiş, Nurhan ; Karaman, Mustafa |
| 2012 | Kumlarda ve stili kumlarda suvılaşmanın ve sıvılaşma sonrası direncin belirlenmesinde sarsma tablası deneyleri | Ecemiş, Nurhan |
| Sep-2009 | Laminar box system for 1-g physical modeling of liquefaction and lateral spreading | Thevanayagam, S.; Kanagalingam, T.; Reinhorn, A.; Tharmendhira, R.; Dobry, R.; Abdoun, T.; Elgamal, A.; Zeghal, M.; Ecemiş, Nurhan ; El Shamy, U. |
| 2021 | Sand-granulated rubber mixture to prevent liquefaction-induced uplift of buried pipes: a shaking table study | Ecemiş, Nurhan ; Valizadeh, Hadi; Karaman, Mustafa |
| Nov-2013 | Simulation of seismic liquefaction: 1-g model testing system and shaking table tests | Ecemiş, Nurhan |
| Mar-2022 | Soil liquefaction-induced uplift of buried pipes in sand-granulated-rubber mixture: Numerical modeling | Valizadeh, Hadi; Ecemiş, Nurhan |
| Jan-2016 | Time-dependent physicochemical characteristics of Malaysian residual soil stabilized with magnesium chloride solution | Latifi, Nima; Rashid, Ahmad Safuan A.; Ecemiş, Nurhan ; Tahir, Mahmood Md; Marto, Aminaton |
| May-2022 | Usage of Tyre Derived Aggregates as backfill around buried pipelines crossing strike-slip faults; model tests | Karaman, Mustafa ; Demirci, Hasan Emre; Ecemiş, Nurhan ; Bhattacharya, Subhamoy |
| 2014 | The use of neural networks for CPT-based liquefaction screening | Erzin, Yusuf; Ecemiş, Nurhan |
| Dec-2017 | The use of neural networks for the prediction of cone penetration resistance of silty sands | Erzin, Yusuf; Ecemiş, Nurhan |
| 2015 | Validation of porosity in 2D-DEM CPT model using large scale shaking table tests in saturated sands | Bakunowicz, Paulina; Ecemiş, Nurhan |
