TY - JOUR T1 - KOMŞU ZEMİN YAPILARININ PARAMETRİK ANALİZİ “DOLGU-ŞEV ETKİLEŞİMİ” TT - Parametric Analysis of Adjacent Soil Structures: Embankment-Slope Interaction AU - Akbay Arama, Zülal AU - Akın, Muhammed Selahaddin AU - Çinicioğlu, Safiye Feyza PY - 2018 DA - August Y2 - 2018 DO - 10.17482/uumfd.361043 JF - Uludağ Üniversitesi Mühendislik Fakültesi Dergisi JO - UUJFE PB - Bursa Uludağ University WT - DergiPark SN - 2148-4155 SP - 109 EP - 128 VL - 23 IS - 2 LA - tr AB - Uygulama sahalarındakisınırlar sebebi ile yapıların şevler üzerine ve/veya içine inşa edilmesidurumunda yapıların davranışı şevlerin varlığından etkilenmekte olup bu durumetkileşimli davranış analizlerini gerektirmektedir. Yapı-şev sistemininbütünsel stabilitesini etkileyen parametreler şevin yüksekliği ve eğimi,yapının şeve uzaklığı, temel zemini türü ve yapının geometrik durumudur.Bunların yanı sıra, dolguların yumuşak zeminler üzerine inşa edilmesi taşımakapasitesi göçmesi ve şev stabilitesi gibi geoteknik problemleri de barındıranbir zemin-yapı etkileşimi problemi oluşturmaktadır. Bu çalışmanın amacıbütünsel davranış üzerinde farklılık oluşturan tüm parametrelerin davranışüzerindeki etki derecesinin belirlenmesidir. Bu amaçla, dolgu-şev ve temelzemininden oluşan etkileşimli sistemin davranışı birçok parametrikdeğerlendirme yapılarak iki boyutlu uzayda sonlu elemanlar analizleri yapılarakirdelenmiştir. KW - Şev Stabilitesi KW - Dolgu KW - Sonlu Elemanlar Yöntemi KW - Güvenlik Sayısı KW - Sayısal Analiz N2 - It may be necessary to build structures on oradjacent to slopes due to the limited land areas. In such a case, behavior ofthe structures together with the adjacent slope is significantly affected bythe presence of slopes. The variables influencing overall stability of thestructure-slope system are the height and inclination of the slope, thedistance of the structure to the crest of the slope, size of the structure andencountered types of foundation soils. Besides these, construction ofembankments on soft soil is an important soil-structure interaction problemincluding many geotechnical challenges such as bearing capacity failure andglobal slope stability. The aim of this paper is to examine the degree ofeffectiveness of each of the influencing variables on the overall behavior. Forthis purpose, the behavioral aspects of the complete interactive system made upof embankment, slope and foundation soils, was analyzed by performing series ofparametrical evaluations with finite element software in two dimensional media. CR - Baikie, L. D. 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