WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
Permanent URI for this collectionhttps://hdl.handle.net/11147/7150
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Article Performance of Sheet Pile Walls With Rubber-Modified Backfill(Springer, 2025) Ecemis, Nurhan; Kadekeshova, Kuralay; Khlaif, Ali HamidThis study investigates the behavior of clean sand and sand-rubber mixtures used as backfill materials behind sheet pile walls under vertical loads. Physical model experiments were conducted to assess lateral displacement and pressure for backfills containing 10% granulated rubber (2.5-5 mm) under both dry and saturated conditions, and across varying backfill inclination angles. To complement the experiments, discrete element method (DEM) simulations were performed to capture the micromechanical behavior of sand-rubber mixtures, enabling analysis of particle-scale interactions. Material stiffness and friction parameters were calibrated through direct shear tests to ensure computational efficiency and accurate representation. Comparative analyses were conducted between the DEM simulations and the physical sheet pile tests across various sand-rubber backfill configurations. The results suggest that sand-rubber mixtures offer a practical and sustainable alternative for backfill applications, improving both mechanical performance and pressure mitigation. Furthermore, force chain development and deformation patterns were thoroughly examined to understand the role of micro parameters; such as particle contact behavior, porosity, internal friction, and stiffness of the rubber-sand composite backfill in reducing active earth pressure against sheet pile walls.Article Investigation of Earth Dam Filter Performance Under Static and Dynamic Loading Conditions(Amer Soc Testing Materials, 2024) Valizadeh, Hadi; Ecemis, Nurhan; Leclerc, Rabia Zeynep SaricaErosion -induced piping is the primary cause of failure in embankment dams' ' bodies and foundations. The filter is a principal part of an earth dam, owing to the crucial role of this layer in protecting the clayey core from erosion. Erosion is the process by which soil particles migrate due to an interior fluid flow and is recognized as a significant hazard for earthen constructions. Designing a proper filter -soil system can regulate and seal undesirable cracks that may form in the impermeable core due to nonuniform settlements, extreme water levels, or earthquakes. In this study, a No -Erosion Filter (NEF) test device, which still seems to be the most reliable filtersoil system design, has been adapted to evaluate the performance of the filter sand of two dams under static and dynamic loading conditions. The outcomes were compared with the several filter design criteria in the literature, and it was found that the filter's design approach using the available criteria may not always align with the NEF test results. Therefore, a precise understanding of fluid-particle -particle interactions is necessary to design and operate earth dam filters. The dynamic excitation can change hole pressure distribution and cause erosion even after steady-state conditions under static situations. Consequently, the effectiveness of filters under static conditions does not necessarily translate to satisfactory performance when exposed to dynamic loading.