A tailored geotechnical solution was implemented to address the varying ground conditions across the site, combining ground improvement techniques with geosynthetic reinforcement to ensure stability and durability.

In areas where the alluvial clay layer was relatively shallow, the unsuitable refuse material was excavated and removed. A high-performance separator geotextile was then installed to act as a filtration and separation layer, preventing intermixing of materials while maintaining drainage efficiency. Above this, a drainage blanket of single-sized 37.5 mm crushed rock was placed to enhance load distribution and facilitate water movement.

In zones with deeper clay deposits, a different approach was adopted. A 0.4-metre-thick drainage blanket was placed directly onto the prepared ground surface. To accelerate soil consolidation and reduce long-term settlement, vertical band drains were installed to depths of between 6 and 10 metres. These prefabricated vertical drains significantly shortened the drainage path within the clay, enabling rapid dissipation of excess pore water pressure under embankment loading.

To further improve embankment stability and manage differential settlement, Paralink 300 geosynthetic reinforcement was installed. This high-strength reinforcement layer was designed to absorb and redistribute stresses caused by ground movement. The embankment was then constructed in controlled layers, with an additional 2.2 metres of drainage stone placed incrementally to maintain stability throughout the build process.

Comprehensive geotechnical instrumentation was installed beneath the embankment to monitor settlement, lateral displacement, and pore water pressure in real time. The monitoring data confirmed minimal movement and no significant displacement, validating the effectiveness of the combined ground improvement and geosynthetic solution.