Cyclic behaviour of anisotropically consolidated soil [Anizotropik Konsolide Zeminlerin Dinamik Davranişi]
Küçük Resim Yok
Tarih
2005
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
Recently, strong earthquakes (Kocaeli,1999; Kobe,1995) induced a range of liquefaction behaviour in sand (also silty sand or sandy silt) and this event emphasized the importance of dynamic effects of cyclic loading on soil behaviour. Hollow cylindrical torsional shear apparatus is one of the test apparatus developed to investigate the stress-strain and strength properties of soils under cyclic stresses in laboratory. In this study, changing in strength properties of saturated soil having different physical characteristics under different test conditions was investigated with a series of torsional shear test.
Açıklama
Anahtar Kelimeler
Kaynak
Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers
WoS Q Değeri
Scopus Q Değeri
Q3
Cilt
16
Sayı
2
