Eight projects.
One integrated approach.

Urban constraints, tall neighbouring structures and limited working space required a support layout that could control movement while remaining buildable throughout excavation.

Three-dimensional geometry development, staged excavation modelling, support-demand extraction, deformation review, steel-member verification and coordination of the temporary support arrangement.

A coordinated design-to-field workflow reduced geometric uncertainty, clarified the intended load path and provided a practical basis for fabrication, installation and construction-stage checking.

The system had to transfer lateral earth pressures through repeated steel raker frames while preserving excavation access and adapting to the actual perimeter geometry.

Raker-frame configuration, member-force assessment, base reaction review, wall-support checks, staged excavation logic and construction-oriented review of installed geometry.

The design translates numerical and structural results into a system that can be fabricated, installed and inspected with a clear load path and repeatable details.

Excavation at the toe of an existing slope can alter the global deformation mechanism and transfer demand to stabilising piles, structural frames and adjacent foundations.

Ground-profile idealisation, staged excavation, pile and support modelling, displacement-contour review, deformed-mesh interpretation and sensitivity assessment of the governing mechanism.

The analysis identifies where deformation concentrates, supports rational selection of reinforcement and defines the structural and geotechnical controls required for a stable excavation sequence.

Anchored or braced retaining systems are sensitive to stiffness assumptions, support activation, excavation stages and three-dimensional boundary effects.

Two- and three-dimensional model development, staged activation of anchors and braces, wall-deformation assessment, support-force review and geometric verification for non-rectangular sites.

Cross-checking mechanisms and results across modelling approaches improves confidence in support demand, deformation prediction and the selected temporary-works strategy.

Irregular building blocks and variable foundation conditions can develop differential settlement, rotation and load redistribution that are not captured by isolated footing checks.

Exchange of structural geometry and loading, three-dimensional ground and foundation modelling, deformation review, block-interaction assessment and interpretation of global versus local response.

An integrated model provides a clearer basis for settlement management, foundation optimisation and communication between structural and geotechnical design teams.

High-rise foundations combine large vertical demand, stiffness contrast, group interaction and potential differential response across the raft and superstructure footprint.

Pile-raft geometry, staged loading, global deformation assessment, foundation pressure and demand review, comparison of structural and geotechnical models and evaluation of the overall load-transfer mechanism.

The combined workflow identifies controlling zones, supports efficient pile and raft configuration and provides a defensible settlement and serviceability assessment.

Curved walls, shafts, pile-supported boundaries and underground openings develop three-dimensional stress redistribution and deformation patterns that simplified sections may not represent.

Detailed pile and wall geometry, three-dimensional ground interaction, excavation or opening activation, contour review and interpretation of local and global deformation mechanisms.

Specialised modelling allows the design team to evaluate complex geometry, identify concentration zones and select a support concept consistent with expected ground behaviour.

Complex high-rise geometry, concentrated core and column reactions, and non-uniform pile demand required a coordinated assessment of the superstructure, raft, pile group and layered ground.

Structural geometry and loads were transferred into three-dimensional pile–raft and soil models for displacement-contour assessment, pile-demand review, load-sharing interpretation and evaluation of total and differential settlement.

The integrated workflow makes the foundation load path visible, identifies the governing piles and supports a more efficient pile layout while maintaining settlement and serviceability performance.