Chek Lap Kok Airport
Project Overview
Chek Lap Kok Airport was built on an airport platform (12.5 km²) with 75% of the area on reclaimed land with the remaining 25% formed by excavating two existing granite islands. The construction comprised the placement of approximately 197 million m³, with 70 million m³ of that being hydraulically placed dredged sand fill. The placed fill thickness varied from 10 to 25m.

Landpac's Solution
Landpac employed High Energy Impact Compaction (HEIC) to optimise the soil’s engineering properties. This technique was crucial for increasing load-bearing capacity, reducing settlement potential, and ensuring overall soil stability, especially for the southern runway area where the consolidation settlement was lower than expected.
Challenges
The project faced challenges with the underlying soil, which included dredged marine sands and decomposed granite, overlying compressible in-situ marine deposits. Inadequate compaction in the reclaimed levels posed risks to the structural integrity and safety of the airport.
Application of HEIC
Runways and Taxiways: HEIC was critical in improving the subgrade conditions, enhancing soil density and strength to withstand heavy loads.
Terminal Buildings and Infrastructure: HEIC provided a stable foundation to support the terminal buildings and associated infrastructure.

Benefits
Enhanced Bearing Capacity: HEIC effectively increased the soil’s load-bearing ability, crucial for airport operations.
Reduced Settlement: Minimized potential settlement issues, ensuring operational efficiency and safety.
Improved Soil Stability: Increased shear strength of the soil, essential for the stability of the airport’s infrastructure.
Cost-Effectiveness: Accelerated the compaction process, resulting in time and cost savings.

Monitoring & Verification
To ensure compliance with compaction requirements, plate load tests were conducted. The variability of the subgrade material necessitated rigorous QA procedures, with the initial use of a 200T Porter Super Compactor for proof rolling, later replaced solely by the Impact Compactor.
Through Landpac’s expertise in HEIC, Chek Lap Kok Airport successfully addressed its soil compaction and stability challenges, laying a robust foundation for its infrastructure.
Client: Hong Kong Provisional Airport Authority
Principal Contractor: Downer-Paul Y-McAlpine JV
Ground Improvement Contractor: Landpac
Latest news
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