This session examines the engineering challenge of managing deep excavation in a constrained urban site, where strict deformation control, soft ground conditions, nearby existing structures, and high groundwater level must all be considered within a realistic construction sequence. We present a 3D deep excavation case study for a major development in Jakarta, Indonesia, highlighting the island method, its comparison with the strut method, and the foundation modeling approach used to evaluate secant pile behavior and staged construction under SNI 8640:2017. Participants will gain practical insight into how MIDAS GTS NX supports safe and realistic deep excavation analysis for complex basement and foundation projects.
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