Abstract: Reinforcement solutions can ensure that low geosynthetic-reinforced (LGR) embankments progressively subside instead of suddenly failing due to void collapse, which provides an early warning to allow surface refilling to ...

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 ...