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- Two real RI/CMC ground-improvement case studies in MIDAS GTS NX, covering modelling strategy, staged construction, consolidation and settlement assessment.
- 2D-to-3D model calibration and result verification, including settlement behaviour and rigid-inclusion load checks using independent methods.
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Description
Ground improvement for pile-supported embankments, verified with rigid inclusions and geogrids. This session focuses on settlement risk and shows how MIDAS GTS NX can be used to model, calibrate and verify ground-improvement solutions across two real, anonymised projects, including rigid inclusions, geogrid-reinforced Load Transfer Platforms and 2D-to-3D result verification.
Key Points
How RI/CMC systems behave as a composite ground mass
A consistent MIDAS GTS NX modelling strategy
Calibrating a 2D model against a 3D reference
Verifying results across two different projects
Speaker
Ergys Anamali is a Senior Geotechnical Engineer at Piledesigns Ltd with over 15 years of experience in geotechnical engineering, specialising in deep foundations, ground improvement, and advanced numerical modelling. He has extensive experience in the design of piles, rigid inclusions, ground anchors, retaining structures, and slope stability for infrastructure and building projects.
In recent years, Ergys has led the numerical modelling and design of several ground improvement schemes using rigid inclusions and load transfer platforms.
Ergys specialises in advanced numerical modelling using MIDAS GTS NX, to support the design of complex geotechnical projects. His expertise includes finite element modelling, settlement analysis, soil–structure interaction, and ground improvement design. He is also the author of several international technical publications and a member of the ISSMGE Technical Committee TC-212 (Deep Foundations).