Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Farzad Kaviani-Hamedani"'
Publikováno v:
Canadian Geotechnical Journal. 59:847-862
Triaxial compression and extension tests have been conducted under different initial anisotropy conditions to investigate the undrained response of a crushed silica sand. The loose to medium specimens were prepared using the moist tamping method. Fiv
Publikováno v:
Key Engineering Materials. 857:417-430
It is widely accepted that soil behavior is complicated taking into account soil anisotropy owing to the fact that this phenomenon arises from oriented soil fabric or structure forged in the deposition stage. In this study, a review of major findings
Autor:
Farid Shabani, Farzad Kaviani-Hamedani
Publikováno v:
Soil Dynamics and Earthquake Engineering. 164:107573
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
Continuous bidirectional shear wave velocity measurements were performed in the vertical (V) and horizontal (H) directions to characterize fabric evolution of triaxial soil specimens during...
Publikováno v:
E3S Web of Conferences, Vol 92, p 03008 (2019)
In order to characterise fabric evolution, continuous bidirectional shear wave velocity measurements are performed in vertical and horizontal directions (V&H) on triaxial soil specimens during shearing in which two horizontal piezo-electrics were mou
Publikováno v:
International Journal of Geomechanics. 17