Journal article
Experimental investigation of vibration-induced shear resistance reduction in sheared granular soils
Abstract
To investigate the characteristics of vibration-induced shear resistance reduction (ViSRR) in granular soils, laboratory tests were performed using a modified triaxial apparatus. Monotonic loading and vibration with controlled frequency and acceleration amplitude were superimposed to soil specimens under drained conditions. Tests were conducted for dry and saturated specimens at relative densities of D r = 35% and 70%. The tests revealed that …
Authors
Xie T; Guo P; Stolle D
Journal
Canadian Geotechnical Journal, Vol. 60, No. 1, pp. 44–59
Publisher
Canadian Science Publishing
Publication Date
January 1, 2023
DOI
10.1139/cgj-2021-0662
ISSN
0008-3674