| 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 | 35 | 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 | 35 | 2015 |
| Behaviour of buried continuous pipelines crossing strike-slip faults: Experimental and numerical study HE Demirci, M Karaman, S Bhattacharya Journal of Natural Gas Science and Engineering, 103980, 2021 | 26 | 2021 |
| Influence of non-/low plastic fines on cone penetration and liquefaction resistance N Ecemis, M Karaman Engineering geology 181, 48-57, 2014 | 24 | 2014 |
| A survey of damage observed in Izmir due to 2020 Samos-Izmir earthquake HE Demirci, M Karaman, S Bhattacharya Natural Hazards 111 (1), 1047-1064, 2022 | 12 | 2022 |
| Usage of Tyre Derived Aggregates as backfill around buried pipelines crossing strike-slip faults; model tests M Karaman, HE Demirci, N Ecemis, B Subhamoy Bulletin of Earthquake Engineering, 2022 | 7 | 2022 |
| Kum-Lastik Kırpıntı Çapının ve Karışım Oranının Sıvılaşma Potansiyeline Etkisinin Sarsma Tablası Deneyleri İle İncelenmesi M KARAMAN, N ECEMİŞ 7. Uluslararası Katılımlı Geoteknik Sempozyumu, İstanbul, Turkey, 2017 | 4 | 2017 |
| Effects of Relative Density and Coefficient of Consolidation on Re-liquefaction Potential of Sand N Ecemis, HE Demirci, M Karaman Second European Conference on Earthquake Engineering and Seismology …, 2014 | 2 | 2014 |
| Effects of consolidation characteristics on CPT cone resistance and liquefaction resistance in silty soils M Karaman İzmir Institute of Technology, 2013 | 1 | 2013 |
| Gömülü Borular Etrafında Kullanılan Kum- Lastik Kırpıntı Karışımlarının Sıvılaşma Potansiyeli ve Deformasyonlara Etkileri M Karaman, N Ecemis 3rd International Soil-Structure Interaction Symposium, October, Izmir, Turkey., 2017 | | 2017 |
| Kumlarda Tekrar Sıvılaşma Direncinin Konsolidasyon Karakterleri ile İlişkisi N Ecemis, M Karaman Zemin Mekaniği ve Geoteknik Mühendisliği 16. Ulusallararası Katılımlı …, 2016 | | 2016 |
| Silt Oranının ve Relatif Sıkılığın CPT Penetrasyon Direncine Etkisi M Karaman, N Ecemis Zemin Mekaniği ve Temel Mühendisliği 15. Ulusal Kongresi – ZM15, Ankara, Turkey, 2014 | | 2014 |
| Modal Parameter Identification of a Ten Story Soil Structure Interaction Model Ç Hızal, H Ceylan, M Karaman, G Turan, N Ecemiş | | |
Nurhan EcemisIzmir Institute of Technology在 iyte.edu.tr 的电子邮件经过验证
