Overview
Geotechnical design for a 28 m urban excavation adjacent to heritage structures, including wall deflection limits, basal heave screening, and dewatering impact assessment.
Numerical models were calibrated against inclinometer data during early excavation stages.
Photos & video
Challenges
- Sensitive adjacent foundations
- High basal heave potential
- Variable glacial soils
Outcomes & solutions
- Calibrated FEM wall deflection model
- Revised strut schedule reducing movement
- Heritage structure protection plan