Experimental Studies of Multi-Edge Footings Rested on Geogrid Reinforced Sand
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Tarih
2013
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Destech Publications, Inc
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
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.
Açıklama
International Symposium on Design and Practice of Geosynthetic-Reinforced Soil Structures / 26th Italian National Conference on Geosynthetics -- OCT 14-16, 2013 -- Univ Bologna, Bologna, ITALY
Anahtar Kelimeler
Kaynak
Design and Practice of Geosynthetic-Reinforced Soil Structures
WoS Q Değeri
N/A
Scopus Q Değeri
N/A
