03.03. Department of Civil Engineering

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Issue DateTitleAuthor(s)
1202214th of the International Conference on Hydroscience and Engineering, Iche 2022: Proceeding Book
220233d Modelling of Surface Spreading and Underground Dam Groundwater Recharge: Egri Creek Subbasin, Turkey
320233d Modelling of Surface Spreading and Underground Dam Groundwater Recharge: Egri Creek Subbasin, Turkey (vol 195, 688, 2023)
42024Abrasion Behavior of Natural Aggregates and Slags in Turkey Aided by Micro-Deval Test
515-Apr-2022Adaptation Measures for Seawalls To Withstand Sea-Level Rise
6Dec-2022Adapting Cities To Pluvial Flooding: the Case of Izmir (türkiye)
72018Akifere Yağıştan Süzülme Miktarının Sondaj Verileri Kullanılarak Tahmin Edilmesi: Alaşehir (manisa) Havzası
82021Alaşehir Alt Havzasının (gediz Havzası, Batı Anadolu) Nem Değişimi Yöntemine Göre Yeraltısuyu Besleniminin Değerlendirilmesi
92018Alaşehir havzası SMA (Soil Moisture Accounting) hidrolojik modeli
102019An Alternative Implementation of the Incremental Energy/Dissipation Based Arc-Length Control Method
112021Altimetry for the Future: Building on 25 Years of Progress
122018Alüvyon Akifer için Özgül Debi Değeri ile Hidrolik İletkenliğin Tahmin Edilmesi: Alaşehir (manisa) Ovası Örnek Çalışması
13Apr-2011Ampirik Yöntemlerle Gediz Nehri için Askıda Katı Madde Yükü Tahmini
14Feb-2017Analysis and Assessment of Hydrochemical Characteristics of Maragheh-Bonab Plain Aquifer, Northwest of Iran
152023Analysis of Adhesively Bonded Joints of Laser Surface Treated Composite Primary Components of Aircraft Structures
16Dec-2006Ann and Fuzzy Logic Models for Simulating Event-Based Rainfall-Runoff
172024Anomalous Crustal Structure Beneath the Örenli-Eğiller Depression Zone, Inferred From Magnetotelluric Studies, Western Anatolia, Türkiye
18May-2002Applicability of Sediment Transport Capacity Models for Nonsteady State Erosion From Steep Slopes
192024Applicability of Soil-Type Index for Shear Wave Velocity-Based Liquefaction Assessment
202024Application of Endurance Time Method in Seismic Assessment of Rc Frames Designed by Direct Displacement-Based Procedure