Civil and Structural Engineering, Geotechnical Engineering and Engineering Geology
229
Scholar Citations
7
Scholar h-index
6
Scholar i10-index
RECENT SCHOLAR PUBLICATIONS
Assessment of seismic liquefaction and structural instability in Adıyaman-Gölbaşı after the February 6, 2023, earthquakes in Türkiye N Ecemis, C Donmez, M Karaman, H Valizadeh, KD Dalgic Soil Dynamics and Earthquake Engineering, 109300 , 2025 2025.0 Citations: 8
SOIL LIQUEFACTION AND EFFECTS ON STRUCTURES; CASE STUDY IN ADIYAMAN-GÖLBAŞI AFTER THE 06 FEB 2023 EARTHQUAKES IN TÜRKİYE N Ecemis, M Karaman, H Valizadeh, C Dönmez, KD Dalgıç 2023.0 Citations: 2
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 2022.0 Citations: 10
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 2022.0 Citations: 23
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 2021.0 Citations: 50
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 (7), 2817-2838 , 2021 2021.0 Citations: 55
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 2017.0 Citations: 5
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 2017.0
Kumlarda Tekrar Sıvılaşma Direncinin Konsolidasyon Karakterleri ile İlişkisi N Ecemis, M Karaman Zemin Mekaniği ve Geoteknik Mühendisliği 16. Ulusallararası Katılımlı … , 2016 2016.0
Influence of consolidation properties on the cyclic re-liquefaction potential of sands N Ecemis, HE Demirci, M Karaman Bulletin of Earthquake Engineering 13 (6), 1655-1673 , 2015 2015.0 Citations: 46
Influence of non-/low plastic fines on cone penetration and liquefaction resistance N Ecemis, M Karaman Engineering Geology 181, 48-57 , 2014 2014.0 Citations: 27
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 2014.0
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 2014.0 Citations: 2
Effects of consolidation characteristics on CPT cone resistance and liquefaction resistance in silty soils M Karaman İzmir Institute of Technology , 2013 2013.0 Citations: 1
MODAL PARAMETER IDENTIFICATION OF A TEN STOREY SOIL STRUCTURE INTERACTION MODEL Ç Hızal, H Ceylan, M Karaman, G Turan, N Ecemiş
MOST CITED SCHOLAR PUBLICATIONS
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 (7), 2817-2838 , 2021 2021.0 Citations: 55
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 2021.0 Citations: 50
Influence of consolidation properties on the cyclic re-liquefaction potential of sands N Ecemis, HE Demirci, M Karaman Bulletin of Earthquake Engineering 13 (6), 1655-1673 , 2015 2015.0 Citations: 46
Influence of non-/low plastic fines on cone penetration and liquefaction resistance N Ecemis, M Karaman Engineering Geology 181, 48-57 , 2014 2014.0 Citations: 27
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 2022.0 Citations: 23
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 2022.0 Citations: 10
Assessment of seismic liquefaction and structural instability in Adıyaman-Gölbaşı after the February 6, 2023, earthquakes in Türkiye N Ecemis, C Donmez, M Karaman, H Valizadeh, KD Dalgic Soil Dynamics and Earthquake Engineering, 109300 , 2025 2025.0 Citations: 8
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 2017.0 Citations: 5
SOIL LIQUEFACTION AND EFFECTS ON STRUCTURES; CASE STUDY IN ADIYAMAN-GÖLBAŞI AFTER THE 06 FEB 2023 EARTHQUAKES IN TÜRKİYE N Ecemis, M Karaman, H Valizadeh, C Dönmez, KD Dalgıç 2023.0 Citations: 2
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 2014.0 Citations: 2
Effects of consolidation characteristics on CPT cone resistance and liquefaction resistance in silty soils M Karaman İzmir Institute of Technology , 2013 2013.0 Citations: 1
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 2017.0
Kumlarda Tekrar Sıvılaşma Direncinin Konsolidasyon Karakterleri ile İlişkisi N Ecemis, M Karaman Zemin Mekaniği ve Geoteknik Mühendisliği 16. Ulusallararası Katılımlı … , 2016 2016.0
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 2014.0
MODAL PARAMETER IDENTIFICATION OF A TEN STOREY SOIL STRUCTURE INTERACTION MODEL Ç Hızal, H Ceylan, M Karaman, G Turan, N Ecemiş
