Akademik Veri Yönetim Sistemi
International Symposium on Design and Practice of Geosynthetic-Reinforced Soil Structures and Joint Sessions with 26th Italian National Conference on Geosynthetics, Bologna, İtalya, 14 - 16 Ekim 2013, ss.73-82, (Tam Metin Bildiri)
In this study, an experimental investigation into the ultimate bearing capacity and settlement behavior of multi-edge shallow footings supported by a sand bed with and without geogrid reinforcement is reported. The parameters investigated are the depth of reinforcement and the multi-edge footing size. A total of 36 model tests have been carried out using four different footing shapes. H, +, T and square shaped shallow footings are used in the model tests. The results of the experimental study proved that the reinforcement has a considerable effect on the ultimate bearing capacity of the multi-edge shallow footings. It was also proved that ultimate bearing capacity values can, depending on the reinforcement geogrid arrangement, be improved by up to three and a half times that of the unreinforced case.