Akademisyen
NURHAN ECEMİŞ
PROFESÖR
İZMİR YÜKSEK TEKNOLOJİ ENSTİTÜSÜ İZMİR YÜKSEK TEKNOLOJİ ENSTİTÜSÜ MÜHENDİSLİK FAKÜLTESİ
- Ana Dal Mühendislik Temel Alanı
- Yan Dal İnşaat Mühendisliği
Kayıtlı çıktılara kısa bakış — ayrıntılar aşağıda.
- Makale 21
- Proje 0
- Kitap 0
- Bildiri 0
- Patent 0
- Sanatsal 0
Scopus (SJR)
Q1
21
Q2
4
Q3
1
Q4
0
WoS (JCR)
Q1
16
Q2
4
Q3
2
Q4
4
TR Index
0
makale
Alan+yıl+tür normalize OpenAlex yüzdelik — Clarivate ESI / SciVal değildir.
Üst %1 makale
0
Üst %10 makale
6
Ort. yüzdelik
75.9%
Üst %1 payı
0.0%
Üst %10 payı
24.0%
Makaleler
YÖKSİS ve OpenAlex kaynak ayrımıyla makaleler; quartile ve TR Index ile daraltabilirsiniz.
Makale listesi
- 2026 Energy-based liquefaction assessment of saturated sand mixed with granulated rubber YÖKSİS SJR Q1 JCR Q1 OpenAlex üst %10 OpenAlex 93.3%
- 2025 Performance of Sheet Pile Walls with Rubber-Modified Backfill YÖKSİS SJR Q1 JCR Q2 OpenAlex 78.5%
- 2025 Assessment of seismic liquefaction and structural instability in Adıyaman-Gölbaşı after the February 6, 2023, earthquakes in Türki̇ye YÖKSİS SJR Q1 JCR Q1 OpenAlex üst %10 OpenAlex 95.6%
- 2024 Applicability of soil‐type index for shear wave velocity‐based liquefaction assessment YÖKSİS SJR Q1 JCR Q1 OpenAlex 66.4%
- 2024 Investigation of Earth Dam Filter Performance under Static and Dynamic Loading Conditions YÖKSİS SJR Q2 JCR Q4 OpenAlex 11.4%
- 2023 Effect of drainage conditions on CPT resistance of silty sand: physical model and field tests YÖKSİS SJR Q1 JCR Q1 OpenAlex 80.2%
- 2022 Geotechnical reconnaissance findings of the October 30 2020, Mw7.0 Samos Island (Aegean Sea) earthquake YÖKSİS SJR Q1 JCR Q1 OpenAlex 77.6%
- 2022 Usage of Tyre Derived Aggregates as backfill around buried pipelines crossing strike-slip faults; model tests YÖKSİS SJR Q1 JCR Q1 OpenAlex 68.8%
- 2022 CPT-based liquefaction resistance of clean and silty sands: a drainage conditions based approach YÖKSİS SJR Q1 JCR Q1 OpenAlex 67.2%
- 2022 Soil liquefaction-induced uplift of buried pipes in sand-granulated-rubber mixture: Numerical modeling YÖKSİS SJR Q1 JCR Q1 OpenAlex 89.6%
- 2021 Sand-granulated rubber mixture to prevent liquefaction-induced uplift of buried pipes: a shaking table study YÖKSİS SJR Q1 JCR Q1 OpenAlex üst %10 OpenAlex 93.5%
- 2021 Experimental and numerical modeling on the liquefaction potential and ground settlement of silt-interlayered stratified sands YÖKSİS SJR Q1 JCR Q2 OpenAlex üst %10 OpenAlex 92.7%
- 2020 Effect of Soil-Type and Fines Content on Liquefaction Resistance—Shear-Wave Velocity Correlation YÖKSİS SJR Q1 JCR Q1 OpenAlex 63.4%
- 2018 Feasible packing of granular materials in discrete-element modelling of cone-penetration testing YÖKSİS SJR Q2 JCR Q3 OpenAlex 2.9%
- 2017 The use of neural networks for the prediction of cone penetration resistance of silty sands YÖKSİS SJR Q1 JCR Q1 OpenAlex 89.6%
- 2016 Time-dependent physicochemical characteristics of Malaysian residual soil stabilized with magnesium chloride solution YÖKSİS SJR Q2 JCR Q4 OpenAlex 88.2%
- 2015 Influence of consolidation properties on the cyclic re-liquefaction potential of sands YÖKSİS SJR Q1 JCR Q2 OpenAlex 73.8%
- 2015 The use of neural networks for CPT based liquefaction screening YÖKSİS SJR Q2 JCR Q3 OpenAlex üst %10 OpenAlex 94.0%
- 2014 Influence of non-/low plastic fines on cone penetration and liquefaction resistance YÖKSİS SJR Q1 JCR Q1 OpenAlex 83.7%
- 2009 Laminar box system for 1 g physical modeling of liquefaction and lateral spreading YÖKSİS SJR Q1 JCR Q4 OpenAlex 88.9%