In part 2 of this series, we will cover:

Field Measurements and Observations (1968–1989) - Key findings from a 21-year monitoring period of heave progression in an unoccupied basement. Advanced Constitutive Modeling in Plaxis - How Hardening Soil Small Strain (HSs) and Soft Soil (SS) models capture London Clay behavior. 3D FEA Model Calibration and Validation. Comparing field-measured heave with numerical predictions and refining soil parameters. Permeability and Time-Dependent Heave. The role of soil permeability in heave predictions and the importance of calibration. Key Takeaways for Engineering Design in London clay and Future Applications. Live Q&A. Register now to secure your spot!