Rey Mayo Lais

Three-Dimensional Soil-Structure Interaction Analysis of Top-Down Basement Excavation in Jakarta Soft Soil Condition Considering Numerical Instability

Basement construction in dense urban areas with soft clay deposits requires excavation support system capable of controlling ground deformation and retaining structure responses during staged excavation. This study evaluates the behavior of a top-down excavation system in Jakarta soft clay using three-dimensional finit...