03.03. Department of Civil Engineering

OrgUnit's Researchers publications
(Dept/Workgroup Publication)

Refined By:
Author:  Ecemis, Nurhan

Results 1-20 of 20 (Search time: 0.013 seconds).

Issue DateTitleAuthor(s)
12024Applicability of soil-type index for shear wave velocity-based liquefaction assessmentEcemis, Nurhan ; Monkul, Mehmet Murat; Orucu, Murat
2Dec-2022CPT-based liquefaction resistance of clean and silty sands: a drainage conditions based approachEcemis, Nurhan ; Monkul, Mehmet Murat; Tütüncü, Yunus Emre; Arik, Mustafa Sezer
32022CPT-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
42023Effect of drainage conditions on CPT resistance of silty sand: physical model and field testsEcemis, Nurhan ; Arık, Mustafa Sezer ; Taneri, Hazal 
5Aug-2020Effect of soil-type and fines content on liquefaction resistance—shear-wave velocity correlationEcemiş, Nurhan 
62021Experimental and numerical modeling on the liquefaction potential and ground settlement of silt-interlayered stratified sandsEcemiş, Nurhan 
7Jul-2018Feasible packing of granular materials in discrete-element modelling of cone-penetration testingEcemiş, Nurhan ; Bakunowicz, Paulina
8Nov-2022Geotechnical reconnaissance findings of the October 30 2020, Mw7.0 Samos Island (Aegean Sea) earthquakeZiotopoulou, Katerinaa; Çetin, Kemal Önder; Pelekis, Panagiotis; Altun, Selim; Klimis, Nikolaos; Sezer, Alper; Ecemiş, Nurhan 
91-Jun-2015Influence of consolidation properties on the cyclic re-liquefaction potential of sandsEcemiş, Nurhan ; Demirci, Hasan Emre; Karaman, Mustafa 
10Oct-2014Influence of non-/low plastic fines on cone penetration and liquefaction resistanceEcemiş, Nurhan ; Karaman, Mustafa 
112012Kumlarda ve stili kumlarda suvılaşmanın ve sıvılaşma sonrası direncin belirlenmesinde sarsma tablası deneyleriEcemiş, Nurhan 
12Sep-2009Laminar box system for 1-g physical modeling of liquefaction and lateral spreadingThevanayagam, S.; Kanagalingam, T.; Reinhorn, A.; Tharmendhira, R.; Dobry, R.; Abdoun, T.; Elgamal, A.; Zeghal, M.; Ecemiş, Nurhan ; El Shamy, U.
132021Sand-granulated rubber mixture to prevent liquefaction-induced uplift of buried pipes: a shaking table studyEcemiş, Nurhan ; Valizadeh, Hadi; Karaman, Mustafa 
14Nov-2013Simulation of seismic liquefaction: 1-g model testing system and shaking table testsEcemiş, Nurhan 
15Mar-2022Soil liquefaction-induced uplift of buried pipes in sand-granulated-rubber mixture: Numerical modelingValizadeh, Hadi; Ecemiş, Nurhan 
16Jan-2016Time-dependent physicochemical characteristics of Malaysian residual soil stabilized with magnesium chloride solutionLatifi, Nima; Rashid, Ahmad Safuan A.; Ecemiş, Nurhan ; Tahir, Mahmood Md; Marto, Aminaton
17May-2022Usage of Tyre Derived Aggregates as backfill around buried pipelines crossing strike-slip faults; model testsKaraman, Mustafa ; Demirci, Hasan Emre; Ecemiş, Nurhan ; Bhattacharya, Subhamoy
182014The use of neural networks for CPT-based liquefaction screeningErzin, Yusuf; Ecemiş, Nurhan 
19Dec-2017The use of neural networks for the prediction of cone penetration resistance of silty sandsErzin, Yusuf; Ecemiş, Nurhan 
202015Validation of porosity in 2D-DEM CPT model using large scale shaking table tests in saturated sandsBakunowicz, Paulina; Ecemiş, Nurhan