A mid-rise structure near the Las Colinas Urban Center presented us with a textbook Irving challenge: a 35-foot excavation directly adjacent to an active canal and a 1980s-era parking garage. The site investigation revealed stiff, fissured Eagle Ford clay with a persistent water table at just 12 feet below grade. Designing the shoring system required moving beyond prescriptive charts. We developed a performance-based model using finite element analysis to predict wall deflection within a quarter-inch tolerance, integrating the in-situ permeability data to size the dewatering well array. This project underscored that in the Dallas-Fort Worth metroplex, deep excavation success hinges on interpreting the interaction between residual soil suction, jointed shale bedding, and the imposed construction sequence. Our team approaches each excavation in Irving as a three-dimensional soil-structure interaction problem, not a textbook retaining wall exercise.
In Irving's expansive clay, a deep excavation design is only as reliable as the pore pressure assumption you feed into the model.
