Ground improvement beneath dual filter foundations at Atlantis The Palm

Challenge

New dual filter foundations at Atlantis The Palm required ground improvement due to loose sandy soil. However, the site was congested with critical buried utilities (water mains, gas, conduits), making traditional compaction methods like vibro-compaction impossible due to the risk of damage.

Solution

Geobear designed a precision geopolymer injection grid to densify the soil without vibration or heavy machinery. The non-disruptive process safely strengthened the ground around live utilities during restricted night shifts.

300%

Increase in soil stiffness (blow counts) achieved

170

Injection points installed in a 1m x 1m grid

8 nights

Total project duration (working 6 PM – 2 AM)

Background

Atlantis The Palm in Dubai required new dual filter structures to support its expanding water treatment facilities. The ground conditions consisted of loose, poorly compacted sandy strata with inadequate load-bearing capacity. The project site was highly constrained, situated directly above a dense network of critical buried services, including high-pressure water mains and gas pipelines.

Challenge

The primary engineering challenge was to improve the ground's bearing capacity without damaging the sensitive underground infrastructure.

Risk: conventional methods like dynamic compaction or vibro-replacement would create ground vibrations capable of rupturing the buried pipes.

Access: the site was congested, with limited headroom and access for heavy plant.

Schedule: work was restricted to night shifts (6 PM – 2 AM) to minimize impact on the hotel's operations.

Solution

Geobear’s geopolymer injection was selected as the only viable solution due to its vibration-free application.

Precision grid: we installed 170 injection points in a tight 1m × 1m grid pattern to a depth of ~2.2m.

Service avoidance: small-diameter tubes were drilled manually to ensure zero risk of utility strikes.

Low-pressure injection: expanding geopolymer resin was injected to compact the soil via volumetric expansion rather than dynamic force.

Real-time monitoring: laser heave monitoring ensured the lift remained within safe limits to protect the overlying structures.

View of exposed utilities with foundation wall

Results

The project was delivered safely over eight night shifts.

Verified improvement: post-treatment Dynamic Cone Penetration Testing (DCPT) showed a 2–3x increase in blow counts, confirming the loose sand had been significantly densified.

Asset protection: critical utilities remained live and untouched throughout the process.

Environmental benefit: the process had a significantly lower carbon footprint than traditional soil replacement.

UAE Atlantis case study treatment pre-post results copy

Comparison of estimated SPT N₆₀ values before and after Geobear’s treatment

Building over buried utilities?

We improve ground strength around live pipes and cables without vibration or excavation risks.

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