Abstract: The majority of existing studies on the strain rate effect of concrete have concentrated on the dynamic uniaxial strength or a narrow range of strain rates. However, concrete material always works under a multiaxial stress ...

Abstract: AbstractQuay walls are often assessed using numerical models to capture highly nonlinear soil behavior and the complex interactions between foundation elements. The input parameters of these models are usually derived from ...

Abstract: Abstract Numerical modeling is an effective approach to investigating deformation responses caused by deep excavations; however, it often shows discrepancies when compared with field measurements. To this end, this study ...