作者: T. Wichtmann , Th. Triantafyllidis
DOI: 10.1016/J.SOILDYN.2004.05.002
关键词: Stress (mechanics) 、 Stiffness 、 Shear modulus 、 Soil water 、 Materials science 、 Strain (chemistry) 、 Damping ratio 、 Geotechnical engineering 、 Void ratio 、 Dynamic loading
摘要: Initial fabric of a soil induced by its cyclic strain history is an important parameter among others like void ratio, state stress and amplitude concerning the further accumulation deformations under loading. It high importance to determine methods in order estimate initial grain skeleton or loading soil. An attempt made this paper correlate small stiffness non-cohesive with history. For purpose several triaxial tests specimens subjected axial were performed changes properties due studied. All these showed only moderate stiffnesses independently different boundary conditions. Thus, correlation between seems not be possible.