Browsing by Author Ecemiş, Nurhan

Showing results 1 to 13 of 13
Issue DateTitleAuthor(s)
Jul-2014Discrete element modelling of CPT using shaking table tests in sandsBakunowicz, Paulina
2018Effect of Soil-Type and Fines Content on Liquefaction Resistance—Shear-Wave Velocity CorrelationEcemiş, Nurhan
2013Effects of consolidation characteristics on CPT cone resistance and liquefaction resistance in silty soilsKaraman, Mustafa
Jul-2018Feasible packing of granular materials in discrete-element modelling of cone-penetration testingEcemiş, Nurhan; Bakunowicz, Paulina
1-Jun-2015Influence of consolidation properties on the cyclic re-liquefaction potential of sandsEcemiş, Nurhan; Demirci, Hasan Emre; Karaman, Mustafa
Oct-2014Influence of non-/low plastic fines on cone penetration and liquefaction resistanceEcemiş, Nurhan; Karaman, Mustafa
Sep-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.
2013Seismic liquefaction: 1-G model testing system and shake table testsKahraman, İrem
Nov-2013Simulation of seismic liquefaction: 1-g model testing system and shaking table testsEcemiş, Nurhan
Jan-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
2014The use of neural networks for CPT-based liquefaction screeningErzin, Yusuf; Ecemiş, Nurhan
Dec-2017The use of neural networks for the prediction of cone penetration resistance of silty sandsErzin, Yusuf; Ecemiş, Nurhan
2015Validation of porosity in 2D-DEM CPT model using large scale shaking table tests in saturated sandsBakunowicz, Paulina; Ecemiş, Nurhan