Showing results 18 to 28 of 28
< previous
| Issue Date | Title | Author(s) |
| Jul-2019 | Numerical modeling of jet grouting cells to reduce liquefaction | Gürbüz, Çağdaş |
| Jun-2022 | Performance of sand granulated rubber mixture for soil stabilization using Discrete Element Method (DEM) | Kadekeshova, Kuralay |
| 2021 | Sand-granulated rubber mixture to prevent liquefaction-induced uplift of buried pipes: a shaking table study | Ecemiş, Nurhan ; Valizadeh, Hadi; Karaman, Mustafa |
| 2013 | Seismic liquefaction: 1-G model testing system and shake table tests | Kahraman, İrem |
| Nov-2013 | Simulation of seismic liquefaction: 1-g model testing system and shaking table tests | Ecemiş, Nurhan |
| Mar-2022 | Soil liquefaction-induced uplift of buried pipes in sand-granulated-rubber mixture: Numerical modeling | Valizadeh, Hadi; Ecemiş, Nurhan |
| Jan-2016 | Time-dependent physicochemical characteristics of Malaysian residual soil stabilized with magnesium chloride solution | Latifi, Nima; Rashid, Ahmad Safuan A.; Ecemiş, Nurhan ; Tahir, Mahmood Md; Marto, Aminaton |
| May-2022 | Usage of Tyre Derived Aggregates as backfill around buried pipelines crossing strike-slip faults; model tests | Karaman, Mustafa ; Demirci, Hasan Emre; Ecemiş, Nurhan ; Bhattacharya, Subhamoy |
| 2014 | The use of neural networks for CPT-based liquefaction screening | Erzin, Yusuf; Ecemiş, Nurhan |
| Dec-2017 | The use of neural networks for the prediction of cone penetration resistance of silty sands | Erzin, Yusuf; Ecemiş, Nurhan |
| 2015 | Validation of porosity in 2D-DEM CPT model using large scale shaking table tests in saturated sands | Bakunowicz, Paulina; Ecemiş, Nurhan |
