NUMERICAL ESTIMATION OF THE ONE-DIMENSIONAL CONSOLIDATION BEHAVIOR OF CLAY
Küçük Resim Yok
Tarih
2020
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Univ Maribor
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
The consolidation behavior of clayey soils is traditionally evaluated in the laboratory using the one-dimensional consolidometer test. A new oedometer cell design with a ring of 60 mm in height, 75 mm in diameter was made to measure the excess pore-water pressure at the undrained base of the specimen and the friction between the soil and the ring, and to determine the epsilon - log p curve. This study deals with numerical modeling of the one-dimensional consolidation test and comparing the data obtained from the experimental study with the data from the modeling. In the modeling, the Soft Soil and Soft Soil Creep models were used for the clay proposed in this study. The results show, as a general trend, that the data from the numerical modeling are compatible with those from the experimental study.
Açıklama
Anahtar Kelimeler
one-dimensional consolidation test, clay, excess pore-water pressure, deformation, side friction, numerical analysis
Kaynak
Acta Geotechnica Slovenica
WoS Q Değeri
Q4
Scopus Q Değeri
Cilt
17
Sayı
2
